Government of Telangana

T.S. Revised Standard Data

(With Schedule of Rates 2015-16)
(Effective from 01-06-2015)

Part – 1

For IRRIGATION & CAD WORKS

and

LEADS & LIFTS (Common to all Departments)

BOARD OF CHIEF ENGINEERS

 Office of the Engineer-in-Chief (I.W)
I&CAD Dept., Errummanzil, Hyderabad

Procs.No.ENC/IW/P&M/EE/DEE-2/AEE-5/13305/Vol-1 dt: 25.07.2015

Sub: Telangana Revised Standard Data for I&CAD works(Part-I) for the year 2015-16 –
approved-Printing & communication of Standard Data –Reg.,

Ref: 1)G.O.Ms.No.49,I&CAD (PW:Reforms)Dept., dt:2.3.2009

2) Minutes of BOCEs meeting for Schedule of Rates held on 25.05.2015.
3) SoR Procs.No.ENC/IW/P&M/EE/DEE-2/AEE-5/13305/Vol-1 dt:25.07.2015
*****

The Board of Chief Engineers meeting for finalization of Schedule of Rates (SoR) for I&CAD
(Part-I), Road & Bridges (Part-II), Building (Part-III) and Public Health (Part-IV) was held on
25.05.2015 @ 3.30 PM and approved the SoR. Based on the approval of BoCE’s, the SoR for I&CAD
Dept(basic input required for arriving unit item rate as per Telangana Revised Standard data), I&CAD
Department, R&B Department, PR Department and Public Health Department items were
communicated vide this office proceedings 3rd cited.

During the BoCE’s meeting held on 25-05-2015, it is observed that in some of the estimates,
Lead Charges are being added directly to the material basic rates for arriving the finished item rate. In
view of that, the BoCE has instructed to see that while arriving the finished item rate, the lead charges
are to be added to the material basic rates only after deducting the provision of “Contractor's Profit and
Overhead charges"

By incorporating the items, the Telangana Revised Standard Data (unit rate for work items) for
the year 2015-16 is finalized. Any additions, modifications or deletions in the existing data must be
approved by BoCEs. One soft copy is herewith enclosed.

Encl: Soft copy of Telangana Revised Standard Data for I&CAD Department for the year 2015-16

Sd/- J.Vijaya Prakash, 25.07.2015

Engineer-in-Chief (I.W.)
Chairman, BOCE (SoR)

I) Copy communicated to the Principal Secretary to Govt., I&CAD Dept., J-Block, Telangana Secretariat
Buildings, Hyderabad.
II) Copy Communicated to the following Heads of Departments along with Enclosures for information.
1) Engineer-in-Chief (Admn & NH), Roads & Buildings Department.
2) Engineer-in-Chief (P.H.), Public Health Department.
3) Engineer-in-Chief (P.R.), Panchayath Raj Department.
4) Engineer-in-Chief (RWS) R W S, Department.
5) Chief Engineer (Buildings), R&B Department.
6) Copy of C.D containing Schedule of Rates 2015-16 & Standard data, part-1 (Irrigation & CAD
works) to all Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for favour of
information.
III) Copy to the Superintending Engineer, Irrigation Circle, Irrigation & CAD Department, Red Hill,
Hyderabad for necessary action.

Sd/- J.Vijaya Prakash, 25.07.2015

Engineer-in-Chief (I.W.)
Chairman, BOCE (SoR)
 code and index for work items of standard data

Item Code Item of the work Page No.

Proceedings for the Standard Data

Copy of the G.O.Ms.No.49, I & CAD (PW: Reforms) Dept., dt:.2-3-2009.
PREAMBLE & GUIDELINES i-xiii

PART-1 IRRIGATION
Abstract of Items - Irrigation 1-45
Abstract of Leads and Lifts 46-47
IRR-DAW Dam And Allied Works (48-104)
IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS: 48-59
IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS : 59-78
IRR-DAW-3 MASONRY & GUNITING WORKS : 78-84
IRR-DAW-4 CONTRACTION JOINT WORKS: 84-87
IRR-DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS : 87-95
IRR-DAW-6 FILTER & PITCHING WORKS : 96-104

IRR-TAW Tunnel & Allied Works (105-130)

IRR-TAW-1 EXCAVATION : 105-113
IRR-TAW-2 DEWATERING & GUNITING WORKS : 113-116
IRR-TAW-3 TEMPORARY & PERMANENT SUPPORTS : 116-122
IRR-TAW-4 MASONRY WORKS : 122-123
IRR-TAW-5 REINFORCEMENT & CONCRETE WORKS : 123-128
IRR-TAW-6 DRILLING & GROUTING WORKS : 128-130

IRR-CAW Canal And Allied Works (131-230)

IRR-CAW-1 EXCAVATION WORKS : 131-146
IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL : 146-153
IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL : 153-158
IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL : 158-163
IRR-CAW-5 FOUNDATION FILLING WORKS : 163-171
IRR-CAW-6 ROCK FILL WORKS : 171-173
IRR-CAW-7 CANAL LINING WORKS : 173-217
IRR-CAW-8 ROCK PITCHING: 217-229

IRR-CCDW Canal & Cross Drainage Works (229-284)

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS : 229-235
IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS : 235-261
IRR-CCDW-3 FOUNDATION WELL SINKING WORKS : 261-263
IRR-CCDW-4 MASONRY WORKS : 263-270
IRR-CCDW-5 COPING & RAILING WORKS : 270-274
IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS : 274-280
IRR-CCDW-7 BACK FILLING & OTHER WORKS : 280-284

IRR_GAW Gates/Hoists And Allied Works (285-317)

NOTES ON GATES/HOISTS AND ALLIED WORKS 285
IRR_GAW-1 RADIAL GATES 285-291
IRR_GAW-2 VERTICAL LIFT GATES 291-310
IRR_GAW-3 SAND BLASTING AND PAINTING: 310-314
IRR_GAW-4 PAINTING WITHOUT SAND BLASTING: 314-317
Item Code Item of the work Page No.
IRR-PMW Preliminary And Maintenance Works (318-354)
IRR-PMW-1 JUNGLE CLEARANCE : 318-328
IRR-PMW-2 PRELIMINARY WORKS : 328-338
IRR-PMW-3 MAINTENANCE WORKS : 338-354

COMMON ITEMS TO ALL DEPARTMENTS (unless specified)

COM-MWRK A. Manual Works 355-355

COM-LDLFT B. Lead/Lift/Loading & Unloading Charges 356-356
(to follow MORTH standardsfor the items not covered ,as
applicable to roads and bridge works)
COM-LDLFT Notes on Lead and Lift 356-356
COM-LDLFT-1 (Lead) Conveyance Charges for materials by head load 356-356
( Lead) Conveyance charges for machinery per kilometer for
transporting materials by tippers and trucks, excluding
loading, unloading and hire charges of machinery.

COM-LDLFT-2 356-356
LOADING AND UNLOADING CHARGES BY MANUAL
COM-LDLFT-3 MEANS (Idle hire charges of trucks are not added) 356-357
LOADING AND UNLOADING CHARGES BY MANUAL
COM-LDLFT-4 MEANS (including idle hire charges of trucks ) 357-357
LOADING AND UNLOADING CHARGES BY MECHANICAL
MEANS (including idle hire charges of trucks )
COM-LDLFT-5 357-357
COM-LDLFT-6 LIFT CHARGES FOR MATERIALS BY HEAD LOAD 357-357
COM-DTL-LDLFT-1 (Lead) Conveyance Charges for materials by head load 358-359
( Lead) Conveyance charges for machinery per kilometer for
transporting materials by tippers and trucks, excluding
loading, unloading and hire charges of machinery.

COM-DTL-LDLFT-2 359-365
LOADING AND UNLOADING CHARGES BY MANUAL
COM-DTL-LDLFT-3 MEANS (idle hire charges of trucks are not added) 365-366
LOADING AND UNLOADING CHARGES BY MANUAL
COM-DTL-LDLFT-4 MEANS (including idle hire charges of trucks ) 366-367
LOADING AND UNLOADING CHARGES BY MECHANICAL
MEANS (including idle hire charges of trucks )
COM-DTL-LDLFT-5 367-368
COM-DTL-LDLFT-6 LIFT CHARGES FOR MATERIALS BY HEAD LOAD 368-369
Hire Charges 370-371
 T.S. REVISED STANDARD DATA
PREAMBLE

The TS Revised Standard data for various construction items has come into
existence as per the Government orders G.O.Ms.No.49, I & CAD (PW: Reforms)
Dept., dt: 2-3-2009.

The background for adoption of Telangana Revised Standard Data is:

1. Government, in GO 7326 (GAD-GPM& AR), Dated 26-10-2005, has observed

that the age old “Standard data” requires revision and updation with reference
to the latest machinery and contemporary practices and has constituted a
High Level Committee to advise on updating and revision of standard data
and schedule of rates. The work has been taken up by CGG and SPIU-
irrigation. The secretary (Irrigation) is the member- convener of the committee

Accordingly the data has been revised adopting the procedures and
guidelines given by CWC, Report on “committee on cost control of river valley
Projects, BIS specifications, NHAI, MORTH, MORD, CPWD and Government
of Karnataka and revised data and formulated schedule of rates for all
infrastructure Departments (I&CAD, R&B, PR and PH). The team of senior
engineers interacted with the S.R Committee of Karnataka on implementation
and improvements needed. For irrigation works, the data pattern as adopted by
Karnataka has been considered and for other Departments, the data adopted
by MORTH, MORD and NHAI etc. is considered.

2. Sequence followed in revision of standard data is,

a) The first step is the revision and formulation of standard data for each
work component.

i
 b) The second step is to work out the details of inputs. This enables to
generate the unit work item rates, by incorporating the use rates of
machinery, materials, labour charges and other supplementary parameters.
c) (c) The third step is to develop software tool to generate unit rate using the
software (completed for irrigation works by the SPI Unit of Irrigation)

3. The Detailed draft data was communicated to all the HOD’s and interacted
through many seminars and discussions and incorporated the relevant
features. The Board of chief engineers in their meetings have recommended for
acceptance to the data formulated and schedule of rates. It was proposed to
examine the recommendations on important parameters, to refer to high level
committee, for their specific recommendations for adoption, as they are
common to all departments.

The committee made in depth study on the methodology and systems

followed by the reputed National organizations and other States and made
detailed deliberations with HOD’s and representatives of Builders
Association of India and made recommendations to the Government, on
adoption of such parameters in Telangana.

4. The Chief Secretary held a detailed discussions on 04-07-2007,with the

Secretaries of the Departments and Heads of Departments.

ii
GUIDELINES

1) The Revised Standard Data is formulated under four Parts, which are
applicable to all the Engineering Departments and other Organisations.
PART -1: Irrigation& CAD (Dam and Allied Works, Canals and Allied Works,
Canal C.D. Works, Tunnels and Allied Works, Preliminary and
Maintenance Works, Hydraulic Gates and allied works and Leads
and Lifts applicable to all Departments
PART -2: Roads and Bridges
PART -3: Buildings including Electrical Works
PART -4: Drinking Water Supply and Public Health (ONLY FOR WORKS
DONE BY MANUAL MEANS)

2) Brief description of item of work. :

Brief description of the item of work to cover all important aspects of the
work included in the in the Data. On reading the item description, the user should
be in a position to assess the various cost components involved in the work.

3) Data for assessing quantities:

The data reflects various assessments / assumptions made in arriving at
the quantities of materials, machinery, labour and other in-puts. In case of plants
and equipment the output of main plant is worked out and the requirement of all
other inputs and assessed to match the output of the main plant. Cycle time of
operations is the criteria for assessing the output of equipment. Generally the
equipment manufacturers furnish the output of machinery under ideal conditions of
working. Suitable job and management efficiency factors are considered while
working out the average output of machinery under field conditions. In case of
combination of machinery and manpower, the assessment of manpower shall
match the output of machinery.
Though cycle time of operations is the criteria for hourly / daily out-put of
machinery work-force ,the actual progress of work depends on several other

iii
factors such as power interruptions, minor break-downs, time for meals and other
needs of work-force, stray rains etc. Therefore, it is the general practice to consider
50 minutes as the actual working time per hour for working out the hourly / daily
out-put of machinery / work-force. CWC / BIS guide-lines stipulate the actual
working hours for the purpose of equipment planning and utilisation. The daily out-
put is computed duly considering the actual available working time and feed back
from the field.
 For gate and hoist works, it is the general practice to specify the quantity
of work in terms of number of sets of embedded parts / gates. The
requirement of machinery and work-force for cutting, bending,
fabrication, erection, painting etc., is assessed to commensurate with the
task involved.
 The data for gates and E.M. Parts is arrived per Ton quantity.
 The data for Hoists and Gantry Cranes is worked out on the basis of
capacity in tonnage

4) The lead and lift charges provided in PART-I (B) are generally applicable
and common to all Departments. Any item is not covered in this part, the
rates as provided in the data of the relevant works may be adopted in
preparation of estimates.

5) The basic material inputs needed for all works are listed and incorporated in
the data. The requirements are analyzed and the specifications adopted shall
confirm to Standards published by the BIS.
 The labour and material rates will be communicated by the Board of
Chief engineers.
 Unless otherwise specified, all material rates shall be inclusive of all
taxes, duties, levies, transportation and handling costs up to project area.
 For sand, gravel , murum, stones , course aggregates etc, the rates are
to be fixed for delivery at Quarry, adding loading charges by machinery /

iv
 manual means and idle hire charges of machinery (as per table under
chapter “ conveyance or lead and lift charges”), as applicable.
 For steel, Cement, AC sheets, GI sheets, Hume pipes, wood and stone
slabs, the rates are to be taken prevailing at major commercial centre
near project area. The lead charges, as applicable are to be added in
preparing estimates.

 The specifications of the aggregates for sizes and gradation and its
adoption shall be as per IS 383.

6) The labour component in the data is mentioned for unit work.

 No allowance towards labour importation and labour amenities added
extra as they are included in the recommended overheads.
 On Labour Component: Certain additional allowances are added extra to
the wages of labour (,i.e. only on labour component in the work item) in
the form of percentage, as recommended by the Government/Board of
chief engineers due to statutory and other provisions.
 However, If more than one area allowances, such as those for (1)
Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable
for a particular situation, only the maximum out of the allowable
percentages is to be allowed.

7) HIRE CHARGES OF MACHINERY: The machinery and /or group of machinery

for items of works and their output has been worked based on the
availability of machinery generally in the market and working in the
field successfully, duly considering cycle time, idle time, operator
efficiency, type of work etc.
 The hire charge of a machinery / equipment is worked out based on the
guidelines published by CWC and BIS codes.
 For the other machinery not covered by the list, the R&B and other users
may adopt hire charges as recommended by the MORTH.

v
8) Lead Charges

 The high level committee has recommended to adopt, for conveyance by

head load, a minimum lead of 50 meters and additional lead up to 150
meters in the intervals of 50 meters. Beyond 150 meters lead, only
machinery rates are to be adopted.
 The basic work item rates provided in the Standard Data & Schedule of
rates include 50 m or 1 km as initial lead and no lead charges shall be
allowed where the source of material is within the initial lead specified in
item rate. Additional lead charges shall be allowed for the lead exceeding
initial lead specified in the item rate. The Guidelines may be followed
regarding adding Lead charges as given against each chapter.
 The lead charges per unit quantity for conveyance of the materials are
worked out, and included in the schedule of rates in increment of 50 m for
head load and in increment of 1 km for mechanical mode.
 The rates for lead charges by head load up to 150 meters and by
machinery up to 5 km, shall be cumulative and inclusive of lead charges
for preceding lead. For lead beyond 5 km, the lead charges shall be
worked out on per km basis.

9) Loading and Unloading charges for Materials

The following features are considered:
1. Loading and unloading charges are not payable for conveyance by head load.
2. Loading and unloading charges are not payable for conveyance by mechanical
means, for disposal of excavated material unless specified.
3. The rates for unloading of materials except earth, sand, gravel, coarse
aggregate, rubble, size stone and cut stone, are inclusive of stacking
wherever applicable.

vi
10) LIFT CHARGES:

 The data includes initial lift charges of 3 meters ,for materials

conveyance by head load, Additional leads in the interval of 1.0 meters
are worked out, as additional labour input and incorporated in the
chapter on” Lead and lifts” .
 Where the conveyance / lifting of material is done by mechanical means,
lift charges shall not be considered, as the cycle time of operation of the
machine includes lifts involved.
 The data and rates for lift charges is cumulative and are inclusive of rates
for preceding lifts also.

11) Wastage of Materials

I) Cement: No wastage allowance is recommended towards the quantity of

cement used in works, as the wastage is already included in the input
and in major works , bulk quantities are used.

II) Steel: The wastage of steel @ 2.5% is allowed for gates and allied
structures. For RCC works the wastage is @2.5% for the
reinforcement rods above 36mm dia. and @ 5% for rods below 36mm
dia. Including overlaps, if they are not welded.
If welding is adopted for the reinforcement rods even for below 36mm
dia, 2.5% of wastage is only recommended.

12) Provision for rate of water:-

The Committee has recommended not to consider the water charges in
the Irrigation Project works. But, it may be considered in specific cases as per
the site conditions.

13) In respect of RCC works the rate for cement concrete for 1 cum is worked
separately for all grades based on Indian Standards. The rate for ton is

vii
 calculated separately and to be added separately in the estimates of RCC works
as a separate item.

14) Soil classification: The Committee recommended to allow uniform

classification of soils for all Departments and data is worked out accordingly.

1. all soils
2. Marshy soil
3. ordinary rock ( not requiring blasting),
4. hard rock
a. hard rock (requiring blasting)
b. hard rock (controlled blasting)
c. removable by chiseling(blasting prohibited)

15) Use of Super Plasticizers and Admixtures:

Concrete admixtures such as Air-Entraining Agent (AEA) / Water reducing agent

can be used advantageously for better quality concrete. The high level committee
has recommended to adopt for super plasticizers and admixtures at 0.4% on
cement for concrete work as per MORTH standards for batching plants.

16) Contractors overheads, profit and other provisions:

 High Level Committee has recommended adding 14% towards contractor

overheads and profit including labour importation and amenities etc., as given
below which includes various items recommended in MORTH.
 The provision for VAT at 5% or as fixed by the Government from time to time
should be made separately in Part-B of the estimate. In the agreements it
should be mentioned that it will be reimbursed as per actual. The provisions
allowed in G.O.Ms.No.94, I&CAD, dt: 01.07.03, need not be added separately
for the items covered in the contractor overhead charges.
 The provision for labour Cess at 1% or as fixed by the Government from time to
time should be made separately in Part-B of the estimate.

viii
The overhead charges include the following elements:
 Site accommodation, setting up plant, access road, water supply, electricity and
general site arrangements.
 Office furniture, equipment and communications
 Expenditure on:
 Corporate office of contractor
 site supervision
 Documentation and “as built” drawings
 Mobilisation/ de-mobilisation of resources
 Labour camps with minimum amenities and transportation to work sites.
 Light vehicles for site supervision including administrative and managerial
requirements.
 Laboratory equipment and quality control including field and laboratory testing.
 Minor T & P and survey instruments and setting outworks, including verification
of line, dimensions, trial pits and bore holes, where required.
 Watch and ward
 Traffic management during construction
 Expenditure on safeguarding environment
 Sundries
 Financing Expenditure
 Sales/ Turn overtax
 Work Insurance/ compensation

17) EXCISE DUTY ON SUPPLIES:

In respect of gates, hoists and allied works, excise duty is applicable on

the value of fabricated components supplied to site. Excise duty is not applicable
on erection charges. Further, the excise duty shall not be considered in the rate
analysis on material component, as basic material rates are inclusive of excise
duty.

ix
 Therefore, excise duty is considered in the rate analysis only on
machinery and labour components required for fabrication of gates and hoists at
the central fabrication yard. It is difficult to determine the machinery and labour
components separately for fabrication and erection.
For the purpose of computation of excise duty to be included in the rate analysis
the machinery and labour components may apportioned at 75% for central
fabrication yard and 25% for field erection and commissioning. Therefore, 75% of
the machinery and labour components may be considered for assessing the extent
of excise duty to be added in the rate analysis.

18) DEWATERING & DESILTING:

The High level committee considering the local conditions of rainfall / seepage has
recommended towards de-watering and de-silting at 3 percent on the relevant
work component for which dewatering is required.
It is also proposed as per CWC guidelines, to keep a condition in the agreements
shall be incorporated, to fix a ceiling of 5% in extreme cases, with the specific
approval of chief engineer/Government.

19) Computerization Of Data:

 A software program is developed by the SPI Unit (Irrigation), which

facilitates automatic changes and generation of unit rates, based on
basic input rates of Labour, materials and capital cost of machinery.
 A soft ware tool is also developed for auto preparation of estimates
based on in put quantities.
 Other Departments are also advised to develop such program.

20) For each chapter separate additional details are incorporated for clarity.

x
USER GUIDELINES OF REVISED STANDARD DATA

1. Please select the item of work, as given in Index Code, and view the
relevant data.

2. The common data items like, lead, lift, conveyance and manual
excavation (without involving contracting agencies) is applicable
to all Departments (volume-1).

3. The departments have to adopt the relevant data from other

Departments, if such works are executed by them.

4. The unit rate /hire charges, of machinery not covered in the

Irrigation data, the MORTH data may be taken with the approval
of Board of Chief Engineers.

5. For “Drinking water Supply works”(PART-IV), the data incorporated is

generally applicable only for manual means of execution. The rates
deploying machinery have to be worked out by the Board of Chief
engineers and approved for adoption.

xi
 1. ROLE OF CENTRAL COMPETENT AGENCY FOR SCHEDULE OF
RATES
(BOARD OF CHIEF ENGINEERS)

a) The Board Of Chief Engineers under the chairman ship of Engineer-in-

Chief, (administration) I&CAD Department is the competent authority to
finalise and recommend the Schedule of Rates applicable for all engineering
Departments. The board has to assess and incorporate only the three basic
inputs required to generate unit work item rates as below.

Basic rates of labour:

Wages of labour commonly required in execution of works has to be
arrived and incorporated in the schedule of rates (Basic Input Of Labour
Wages), without adding extra towards area allowances (like municipality
allowance, tribal area and ghat road allowances etc, which shall be added to
the rates where applicable in the form of separate percentage as explained
in the preceding paras. The rates shall be the prevailing daily rates in the
State and shall not be less than the minimum wages fixed by the
Government from time to time.

Materials rates:
The basic input material rates common to all departmental works are
listed out and incorporated (in the chapter “Basic inputs”) The material
specifications adopted shall confirm to Standards published by the BIS.
The Prevailing market rates for all basic input materials shall be
obtained from the major commercial centers near the project areas. Average
of the rates, ignoring freak rates, shall be reckoned as the prevailing market
rate.
Unless otherwise specified, all material rates shall be inclusive of all
taxes, duties, levies, royalty, transportation and handling costs up to
project area.
xii
 For sand, gravel, murrum, stones, aggregates etc, the rates are for
delivery at Quarry including loading charges and idle hire charges. For steel,
Cement, AC sheets, GI sheets, Hume pipes, wood and stone slabs, the rates
prevailing at major commercial centre near project area has to be adopted.

Use rate of machinery:

The third parameter for incorporation in the Basic Inputs, is the use rate
of machinery. To arrive at the use rate of machinery, the inputs to be
incorporated are
 The list and capital cost of machinery required to be used in the
construction activity, The rate has to be obtained from major
manufacturers and outlet sources and the rate shall be the current
market price inclusive of all taxes, duties and freight charges.
 The prevailing fuel charges of petrol and diesel are ascertained and
average rate adopted
 Borrow rate of interest as fixed by the Government/competent authority
be indicated.
 For the other machinery not covered by the list, the R&B and other
users may adopt hire charges as recommended by the MORTH

b) The Chairman, Board of Chief Engineers or competent authority appointed

by the Government, based on the approved basic inputs, load the above
three basic parameters in the software program. The unit rate of all works
including hire charges of all machinery will be generated automatically for
adoption.

He shall communicate the uniform Schedule of rates arrived from

Standard Data, to all users for uniform and direct adoption in all
infrastructure Departments, as applicable

xiii
 Abstract of work items_UNit Rates for the year 2014-15

WORK ITEM RATES

FOR THE YEAR - 2015-16
* Add Leads and Lifts, Area Allowance and VAT as applicable in the estimate
** Area Allowance includes profit component also
*** Unit Rates arrived without Seigniorage Charges
Itemwise unit rate
Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Chapter I
IRR-DAW DAM AND ALLIED WORKS

IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS:

Excavation for foundation in all kinds of soil including boulders upto 0.30 m
diameter for dam, spillway, intake structure and other appurtenant works and
IRR-DAW-1-1 1 cum 120.10
placing the excavated soil neatly in dump area or disposing off the same as
directed etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 24.10

Excavation for foundation in ordinary rock (including HDR) without blasting

including boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake
IRR-DAW-1-2 2 structure and other appurtenant works and placing the excavated material neatly cum 159.10
in dump area or disposing off the same as directed etc., complete with initial
lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 31.20

Excavation for foundation in hard rock (including F&F) requiring blasting

including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake
IRR-DAW-1-3 3 structure and other appurtenant works and placing the excavated material neatly cum 241.40
in dump area or disposing off the same as directed etc., complete with initial
lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 55.70

Excavation for foundation in hard rock (including F&F rock) including

IRR-DAW-1-3-A boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling
New Item 2014- 4 fly rock by muffling arrangements for dam, spillway, intake structure and other cum 367.20
15-1 appurtenant works and other open foundation works and placing the excavated
material neatly in dump area or disposing off the same as directed etc.,
complete with initial lead upto 1 km and all leads
Labour Component (including contractor's profit and Overheads) 65.40
cum
Excavation for foundation in hard rock of all toughness by blasting including
boulders above 1.2 m dia. for dam, spillway, intake structure and other
IRR-DAW-1-4(a) 5 appurtenant works and placing the excavated rock neatly in dump area or stack cum 432.40
yard including levelling as directed etc., complete with initial lead upto 1 km
and all lifts.
Labour Component (including contractor's profit and Overheads) cum 107.70

Excavation for foundation in hard rock of all toughness including boulders

above 1.2 m dia. by controlled blasting method and controlling fly-rock by
IRR-DAW-1-5(b) 6 muffling arrangements for dam, spillway, intake structure and other appurtenant cum 680.30
structures etc., including placing and levelling the excavated rock neatly in dump
area or other place as directed etc., complete with lead upto upto 1 km and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 118.00

Excavation for foundation in hard rock of all toughness including boulders

above 1.2 m dia. by line drilling and smooth blasting and controlling fly-rock by
muffling arrangements for dam, spillway, intake structure and other appurtenant
structures etc., including dressing sides and bed to required level / profile,
placing and levelling the excavated rock neatly in dump area or other place as
directed etc., complete with lead upto 1 km and all lifts.

i ) For the purpose of payment 1 m width of excavation along boundary of

IRR-DAW-1-6(c) 7 excavation shall be treated as excavation by line drilling and smooth blasting and cum 929.20
remaining portion shall be treated as excavation by normal / controlled blasting
as the case may be.
ii ) The rate includes controlling fly-rock wherever required.
iii ) The rate under this item shall be paid only on ascertaining that the excavated
face has come off neatly as per specifications or atleast 50 percent of smooth
blast holes are visible for inspection and are spaced at specified interval.
iv ) In case, where the above criteria is not fulfilled payment shall be restricted to
rate provided for excavation by normal blasting or controlled blasting as the case
may be.
Labour Component (including contractor's profit and Overheads) cum 311.00

1
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Preparing foundation bed for masonry or concrete by benching, stepping,
removing all loose material by wedging / chiselling and disposing off the same as
IRR-DAW-1-7 8 sqm 35.60
directed and cleaning the surface with air and water jet etc.,complete with initial
lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 28.30

Preparing foundation bed for cut-off trench filling in rock portion by removing
IRR-DAW-1-8 9 all loose materials by wedging / chiselling and disposing off the same as directed sqm 23.90
etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 23.90

Drilling 45 to 50 mm dia holes vertical or inclined upto 10 degrees to vertical in

rock /masonry / concrete by percussion drilling using waggon drill or any
other suitable equipment including cost of all materials, machinery, labour,
redrilling through partially set grout wherever required etc., complete for drilling
IRR-DAW-1-9 10 Rm 202.80
upto 6 m depth from surface.

The item rate for drilling through rock / masonry / concrete includes redrilling
through partially set grout, if any, in the portion of the hole drilled and grouted.
. Beyond 6 m upto 12 m from surface : Rm 223.10
Beyond 12 m upto 18 m from surface : Rm 245.40
Beyond 18 m upto 24 m from surface Rm 269.90
Beyond 24 m upto 30 m from surface Rm 296.90
Beyond 30 m upto 36 m from surface Rm 326.60
Beyond 36 m upto 42 m from surface Rm 359.30
Beyond 42 m upto 48 m from surface Rm 395.20
Labour Component (including contractor's profit and Overheads) Rm 46.90

Flushing grout holes of all sizes with water and air jets alternatively for an
IRR-DAW-1-10 11 average period of 30 minutes including water intake observations after flushing, Rm 51.50
cost of all materials, machinery, labour etc., complete.
Labour Component (including contractor's profit and Overheads) Rm 18.30

Consolidation grouting with neat cement grout mix of suitable consistency

IRR-DAW-1- under specified pressure as directed in drilled holes by stage grouting method
12 tonne 11093.30
11(a) including cost of all materials, machinery, labour, redrilling if necessary
etc.,complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) tonne 2959.00

Curtain grouting with neat cement grout mix of suitable consistency under
IRR-DAW-1- specified pressure as directed in drilled holes by stage grouting method including
13 tonne 12054.50
12(b) cost of all materials, machinery, labour, redrilling if necessary etc., complete with
initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) tonne 3813.80

Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel
bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in
bed rock and other end provided with L-bend for embedding in concrete /
IRR-DAW-1-13 14 masonry of over flow / non-over flow blocks and other appertenant works Each 940.30
including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1
proportion, driving anchor rod, cost of all materials, machinery, labour etc.,
complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Each 109.60

Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with
one end split and driven firmly using steel wedge into 1.25 m deep 45 to 50 mm
dia. hole drilled in bed rock and other end provided with L- bend for embedding
IRR-DAW-1-14 15 in concrete / masonry for spillway and appurtenant works including drilling and Each 863.90
cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all
materials, machinery, labour, steel wedge etc., complete with initial lead upto 1
km and all lifts.
Labour Component (including contractor's profit and Overheads) Each 123.60

IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS :

Providing, fabricating and placing in position reinforcement steel for

IRR-DAW-2-1A 16 RCC,below 36 dia rods overlaps and wastages wherever required, tying with 52115.67
1.25 mm diameter soft annealed steel wire, including cost of all materials,
machinery, labour etc., complete with initial lead upto 1 km and all lifts. tonne
Labour Component (including contractor's profit and Overheads) tonne 3522.50

2
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing, fabricating and placing in position reinforcement steel for RCC

IRR-DAW-2-1B 17 above 36 dia with welding and wastage at 2.5%, tying with 1.25 mm diameter 53545.14
soft annealed steel wire, including cost of all materials, machinery, labour etc.,
complete with initial lead upto 1 km and all lifts. tonne
Labour Component (including contractor's profit and Overheads) tonne 4701.30

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
IRR-DAW-2-2 18 cum 4221.00
placing in position, levelling, vibrating, finishing, curing etc.,complete for plain
concrete works with initial lead upto 1 km and all lifts. ( Cement content : 250
kg /cum with use of super plasticiser equla to 0.4% of cement content, CA :
0.98 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum ))
Labour Component (including contractor's profit and Overheads) cum 171.30

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
IRR-DAW-2-2A
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
(new Item1 2010- 19 cum 4584.80
placing in position, levelling, vibrating, finishing, curing etc.,complete for plain
11)
concrete works with initial lead upto 1 km and all lifts. ( Cement content : 300
kg /cum with use of super plasticiser equla to 0.4% of cement content, CA :
0.90 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.4 cum ))
Labour Component (including contractor's profit and Overheads) cum 171.30

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
IRR-DAW-2-3 20 cum. 3982.40
placing in position, levelling, vibrating, finishing, curing etc.,complete for plain
concrete works with initial lead upto 1 km and all lifts. ( Cement content : 220
kg /cum with use of super plasticiser, CA: 0.98 cum, Blending Ratio of CA --
40:30:20:10, FA: 0.37 cum )
Labour Component (including contractor's profit and Overheads) cum. 171.30

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
IRR-DAW-2-4 21 placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC cum. 5554.00
works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating
structures, training walls, piers, abutments and such other locations with initial
lead upto 1 km and all lifts. ( Cement content : 310 kg / cum with use of super
plasticiser, CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum. 338.00

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength
not less than 25 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
IRR-DAW-2-4A machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
(new Item2 2010- 22 placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC cum. 5976.00
11) works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating
structures, training walls, piers, abutments and such other locations with initial
lead upto 1 km and all lifts. ( Cement content : 360 kg / cum with use of super
plasticiser,CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum. 338.00

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength
not less than 25 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
IRR-DAW-2-4B
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
(new Item3 2010- 23 cum. 6124.90
placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC
11)
works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures,
training walls, piers, abutments and such other locations with initial lead upto 1 km
and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser,CA : 0.90
cum, blending ratio of CA--65:35, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum. 338.00

3
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
IRR-DAW-2-5 24 cum. 5020.50
placing in position, levelling, vibrating, finishing, curing etc.,complete for plain
concrete works with initial lead upto 1 km and all lifts. ( Cement content : 260
kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA --
50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum. 1202.30

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates with placing and sinking plums of size
150 to 80 mm upto 15 percent for gravity type structures including cost of all
IRR-DAW-2-6 25 materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, cum. 4884.50
placing in position, levelling, vibrating, finishing, curing etc.,complete with initial
lead upto 1 km and all lifts. ( Cement content : 260 kg / cum of concrete with
use of plums and super plasticiser,, CA : 0.77 cum, Blending Ratio of CA :
50:30:20,FA : 0.34 cum, plums of size 150 to 80 mm : 0.25 cum)
Labour Component (including contractor's profit and Overheads) cum. 1173.20

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
IRR-DAW-2-7 26 machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, cum. 4586.00
placing in position, levelling, vibrating, finishing, curing etc.,complete for plain
concrete works with initial lead upto 1 km and all lifts. ( Cement content 220
kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA :
50:30:20, FA : 0.40 cum )
Labour Component (including contractor's profit and Overheads) cum. 1088.20

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
IRR-DAW-2-8 27 cum. 4959.50
placing in position, levelling, vibrating, finishing, curing etc.,complete for plain
concrete works with initial lead upto 1 km and all lifts. ( Cement content : 280
kg /cum with use of super plasticiser,CA : 0.80 cum, Blending Ratio of CA --
65:35, FA : 0.44 cum)
Labour Component (including contractor's profit and Overheads) cum. 1114.40

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
IRR-DAW-2-9 28 placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC cum. 6774.50
works of spillway bridge, blockouts and such other similar structures with
conjested reinforcement with initial lead upto 1 km and all lifts. ( Cement
content : 330 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending
Ratio of CA -- 65:35, FA : 0.44 cum).
Labour Component (including contractor's profit and Overheads) cum. 1580.70

Providing and forming porous concrete body drain of size 68.5 x 68.5 cm with 23
cm diameter central hole using cement and 20 mm down approved, clean, hard,
IRR-DAW-2-10 29 graded coarse aggregates in 1 : 3.50 proportion by volume including cost of all Rm 2617.00
materials, machinery, labour, formwork, curing etc., complete with initial lead
upto 1 km and all lifts.(M15 Cement content : 400kg/cum, CA : 1cum, Blending
Ratio of CA -- 65:35)
Labour Component (including contractor's profit and Overheads) Rm 543.60

4
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC
solid parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars
IRR-DAW-2-
30 spaced approximately at 3.35 m c / c, 12.5 cm thick wall 80 cm height with 12.5 Rm 2428.60
11(a)
cm thick and 35 cm wide coping slab for wall and 12 .5 cm thick 40 cm x 40 cm
coping for pillars with top edges of kerb and coping chamferred / rounded as
directed etc., complete ( excluding cost of providing and placing
reinforcement steel and gate ) with initial lead upto 1 km and all lifts. (
Cement content 350 kg / cum with use of super plasticiser( 0.4% by wt.of
cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)
Labour Component (including contractor's profit and Overheads) Rm 674.50

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates including cost of all materials,
machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC
ornamental parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m
IRR-DAW-2-
31 pillars spaced approximately at 3.5 m apart, 20 cm x 15 cm posts 80 cm height Rm 2440.10
12(b)
approximately 30 cm c / c with 12.5 cm thick and 35 cm wide coping slab for
posts and pillars with top edges of kerb and coping chamferred or rounded as
directed etc., complete ( excluding cost of providing and placing reinforcement
steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content : 350
kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA--
65:35, FA : 0.44 cum)
Labour Component (including contractor's profit and Overheads) Rm 716.10

Providing and laying insitu M- 25 ( 28 days cube compressive strength not less
than 25 N / sq mm ) grade cement concrete using 20 mm down size approved,
clean, hard, graded aggregates for wearing coat including cost of all materials,
machinery, labour, formwork, cleaning, batching, mixing, placing in position in
IRR-DAW-2-13 32 cum 5846.60
alternate panels, levelling, compacting, finishing, curing, packing joints with
asphalt mortar etc., complete with initial lead upto 1 km and all lifts. ( Cement
content : 380 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending
Ratio of CA--65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1351.80

Pre-cooling to control placement temperature of cement concrete in the range of

18 to 21 C at the concrete placement point by inundation of coarse aggregates
IRR-DAW-2-14 33 cum 82.30
and adding flaked ice as part of mixing water including cost of all materials,
machinery, labour etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) cum 13.10

Conveying and fixing elastomeric bearing for spillway bridge including cleaning
and preparing surface, mixing and applying adhesive, fixing bearing in correct
IRR-DAW-2-15 34 Each 331.20
position etc., including cost of all materials except bearings, machinery, labour
etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 284.00

Providing and constructing 150 mm dia hume pipe weep holes for concrete /
masonry walls including providing 20 x 20 x 20 cm size porous concrete block
IRR-DAW-2-16 35 made of cement and 20 mm down coarse aggregate in 1 : 4 proportion Rm 464.30
including 10 cm thick sand backing at the junction of wall and soil back fill, cost of
all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 64.40

Providing and forming expansion joint for spillway bridge consisting of 75 x

75 x 6 mm angles 2 numbers provided with 25 cm long 12 mm dia. anchors fixed
to both flanges at 15 cm c /c and 140 x 6 mm plate welded on top of one of the
IRR-DAW-2-17 36 Rm 1764.50
angle including cost of all materials, machinery, labour, providing and fixing 38
mm thick joint filler board matching the thickness of wearing coat, painting etc.,
complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 297.30

IRR_DAW-3 MASONRY & GUNITING WORKS :

5
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and constructing un-coursed rubble stone masonry using approved
stones in cement mortar 1 : 3 proportion including cost of all materials,
IRR_DAW-3-1 37 machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, cum 3218.20
curing etc., complete with initial lead upto 1 km and all lifts.( Cement content :
190 kg/cum of masonry, rubble stones : 0.85 cum,stone chips : 0.15 cum/cum,
FA : 0.4 cum)
Labour Component (including contractor's profit and Overheads) cum 1028.80

Providing and constructing un-coursed rubble stone masonry using approved

stones in cement mortar 1 : 4 proportion including cost of all materials,
IRR_DAW-3-2 38 machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, 2875.70
curing etc., complete with initial lead upto 1 km and all lifts.( Cement content :
143 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum,
FA : 0.4 cum) cum
Labour Component (including contractor's profit and Overheads) cum 1028.80

Providing and constructing coursed rubble face stone masonry using approved
rubble stones in cement mortar 1 : 3 proportion including cost of all materials,
machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone
IRR_DAW-3-3 39 chips, curing etc., with initial lead upto 1 km and all lifts.( Thickness of the CR cum 3389.10
face assumed: 0.75 m, Cement content : 178 kg/cum of masonry, rubble stones
: 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45
cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)
Labour Component (including contractor's profit and Overheads) cum 1146.50

Providing and constructing coursed rubble face stone masonry using approved
rubble stones in cement mortar 1 : 4 proportion including cost of all materials,
machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone
IRR_DAW-3-4 40 chips, curing etc., with initial lead upto 1 km and all lifts. ( Cement content : cum 3068.40
134 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum,
FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm :
3.25 No)
Labour Component (including contractor's profit and Overheads) cum 1146.50

Providing and constructing chisel drafted and hammer dressed face stone
masonry with approved stones in cement mortar 1 : 3 proportion including
cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing
IRR_DAW-3-5 41 mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km cum 3560.90
and all lifts.( Cement content : 167 kg/cum of masonry, rubble stones : 0.35
cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45
cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)
Labour Component (including contractor's profit and Overheads) cum 1410.50

Providing and constructing chisel drafted and hammer dressed face stone
masonry with approved stones in cement mortar 1 : 4 proportion including
cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing
IRR-DAW-3-6 42 mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km cum 3254.80
and all lifts.( Cement content : 125 kg/cum of masonry, rubble stones : 0.35
cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45
cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)
Labour Component (including contractor's profit and Overheads) cum 1410.50

Providing cement mortar pointing to coursed rubble face stone masonry 50

mm deep in CM 1 : 2 proportion by volume including raking and cleaning joints,
IRR-DAW-3-7 43 sqm 122.10
pressing mortar into joints, cost of all materials, labour, scaffolding, finishing,
curing etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 82.40

Providing cement mortar pointing to coursed rubble face stone masonry 50

mm deep in CM 1 : 3 proportion by volume including raking and cleaning joints,
IRR-DAW-3-8 44 sqm 112.40
pressing mortar into joints, cost of all materials, labour, scaffolding, finishing,
curing etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 82.40

IRR_DAW-4 CONTRACTION JOINT WORKS:

Providing 25 mm thick guniting to rock or masonry surface in cement mortar

1 : 3 proportion by weight including cost of all materials, machinery, labour,
IRR-DAW-4-1 45 sqm 515.30
raking-out and cleaning joints, scaffolding wherever required and all other
ancillary operations etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 163.00

6
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing and constructing contraction joints by fixing 16 SWG 60 cm wide

annealed copper sheets in two lines with 8 mm dia steel dowel rods on either side
at one metre interval, forming 125 x 125 mm size groove in between copper
IRR-DAW-4-2 46 strips for filling asphalt including fixing 15 mm dia two legged G.I pipe with U - Rm 14553.30
bend at bottom for circulation of steam at intervals and forming 150 mm dia
formed drain behind water seals including cost of all materials, machinery,
labour, filling asphalt, circulation of steam through pipes etc., complete with all
leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 173.50

Providing and constructing contraction joints by fixing 310 mm wide central

bulb type approved quality PVC water stop in two lines with 8 mm diameter steel
dowel rods on either side at 1m interval, forming 125 x 125 mm size groove in
between two water stops, providing & fixing 15 mm dia two legged G.I pipe with
IRR-DAW-4-3 47 Rm 1753.10
U-bend at bottom for circulation steam at interval, forming 150 mm diameter
formed drain behind water seals including filling groove with asphalt, circulation
of steam at intervals, cost of all materials, machinery, labour etc., complete with
all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 114.50

Providing and constructing contraction joints by fixing 16 SWG 60 cm wide

IRR-DAW-4-4 48 annealed copper sheets in single line with 8 mm dia steel dowel rods on either Rm 7090.80
side at 1 metre interval including cost of all materials, machinery, labour etc.,
complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 133.50

Providing and constructing contraction joints by fixing 23 cm wide central bulb

type PVC water stop in single line supported by 10 mm dia steel dowel rods on
IRR-DAW-4-5 49 Rm 220.80
either side at 1 metre interval including cost of all materials, machinery, labour,
valcunising joints etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 106.50

IRR-DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS :

Providing hearting embankment using selected impervious soil from

approved borrow areas in layers of 25 to 30 cm before compaction including
cost of all materials, machinery, labour, all operations such as excavation,
IRR-DAW-5-1 50 sorting out, transportation, spreading soil in layer of specified thickness, cum 138.00
breaking clods, sectioning, watering, compacting to density control of not less
than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to
10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 20.50

Providing cut-off trench filling using selected impervious soil from approved
borrow areas in layers of 25 to 30 cm before compaction including cost of all
materials, machinery, labour, all operations such as excavation, sorting out,
IRR-DAW-5-2 51 transportation, spreading soil to specified thickness, breaking clods, sectioning, cum 148.10
watering, compacting to density control of not less than 95 percent using Sheep
foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc.,
complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 22.30

Providing casing embankment using semi-pervious soil from approved borrow

areas in layers of 25 to 30 cm before compaction including cost of all materials,
machinery, labour, all other operations such as excavation, sorting out,
IRR-DAW-5-3 52 transportation, spreading soil in layers of specified thickness, breaking clods, cum 148.50
sectioning, watering, compacting to density control of not less than 95 percent
using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as
stipulated etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 22.20

Providing casing embankment using semi-pervious soil available from

excavation in layers of 25 to 30 cm before compaction including cost of all
materials, machinery, labour, all other operations such as re-excavation, sorting
IRR-DAW-5-4 53 out, transportation, spreading in layers of specified thickness, breaking clods, cum 124.90
sectioning, watering, compacting to specified density control of not less than 95
percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller
as stipulated etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 18.90

7
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing casing embankment using semi-pervious soil available from
excavation in layers of 25 to 30 cm before compaction including cost of all
IRR-DAW-5-4-A materials, machinery, labour, all other operations such as re-excavation, sorting
(New Item1 - 54 out, transportation, spreading in layers of specified thickness, breaking clods, cum 85.40
2011-12) sectioning, watering, compacting to specified density control of not less than 90
percent using 2Tonne Roller as stipulated etc., complete with initial lead upto
1 km and all lifts. (For Maintenance Works)
Labour Component (including contractor's profit and Overheads) cum 18.90

Providing homogeneous embankment using soil from approved borrow area in

layers of 25 to 30 cm before compaction including cost of all materials,
machinery, labour, all operations such as excavation, sorting out, transportation,
IRR-DAW-5-5 55 spreading soil in layer of specified thickness, breaking clods, sectioning, cum 140.30
watering, compacting to density control of not less than 95 percent or as
stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power
roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 20.90

Providing embankment adjacent to masonry / concrete structures and filling

trial pits using impervious soil from approved borrow areas in layers of 10 to
15 cm and compacting each layer to density control of not less than 95 percent
IRR-DAW-5-6 56 cum 264.30
using pneumatic tampers or by vibratory earth rammers including cost of all
materials, machinery, labour, picking previous layer, spreading soil in layer,
breaking clods, watering etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 113.20

Providing and constructing rockfill embankment with 300 mm down graded

stones and quarry spalls from approved source including cost of all materials,
IRR-DAW-5-7 57 machinery, labour, spreading stones and spalls in layers, hand packing, cum 435.00
wedging, finishing the surface to required slopes etc., complete with initial
lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 103.30

Providing and constructing dry rubble rock-toe using rubble and stone chips
from approved source including cost of all materials, machinery, labour, hand
IRR-DAW-5-8 58 cum 498.60
packing rubble and stone chips, finishing top and sides to required slopes etc.,
complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 193.00

Providing and constructing dry rubble rock-toe with rubble and stone chips
from dump yard including cost of all materials, machinery, labour, hand packing
rubble and stone chips, finishing top and sides to required slopes etc., complete
IRR-DAW-5-9 59 with initial lead upto 1 km and all lifts. cum 462.10

Note: Useful rubble and stone chips will be issued at dump yard at the issue rate
for usefull rubble /stone chips. Sorting out and breaking charges included in rate
analysis.
Labour Component (including contractor's profit and Overheads) cum 132.70

Providing and constructing Dry rock Pitching for Groynes using Un-Coursed
IRR-DAW-5-9-A rubble stone of size 300 mm thick and Un-Coursed rubble stone chips from
(New Item4-2012- 60 Quarry to site of work including cost of all materials, Machinery, Labour charge cum 679.40
13) hand packing Un-Course rubble stone &chips to the designed profile with all
leads and lifts etc
Labour Component (including contractor's profit and Overheads) cum 132.70

Providing and laying 30 cm diameter open jointed hume pipes with collars in
IRR-DAW-5-10 61 rock-toe for drainage including cost of all materials, machinery, labour etc., Rm 824.80
complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 29.50

IRR-DAW-6 FILTER & PITCHING WORKS :

8
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and constructing 1.20 m internal diameter and average 3 m height
RCC manhole with 60 cm dia. top cover in M-15 grade cement concrete using 20
mm down graded, clean, hard coarse aggregate, 20 cm thick for bed / sides /
top slab / 1.5 m long cut-off wall and 7.5 cm thick for cover including providing 12
mm dia reinforcement bars at 30 cm c / c bothways for bed / sides / cut-off wall /
IRR-DAW-6-1 62 top slab / rungs and 8 mm dia bars at 15 cm c / c bothways for cover, excavation Each 46639.10
for foundation, providing 30 cm dia hume pipe outlet, cost of all materials,
machinery, labour, formwork, scaffolding, batching, mixing, laying, vibrating,
finishing, curing etc., complete with lead upto 1 km and all lifts.( Cement
content : 300 kg/cum , CA : 0.80 cum, Blending Ratioof CA -- 65:35,FA : 0.44
cum, superplasticizer (0.4% by wt. of cement)
Labour Component (including contractor's profit and Overheads) Each 9978.60

Providing and constructing longitudinal and cross graded filter drains using
sand and 80-20 mm and 20 mm down graded aggregates satisfying specified
IRR-DAW-6-2 63 filter creteria in layers as per specifications including cost of all materials, cum 1013.10
machinery, labour, laying to required slopes, compaction etc. complete with
initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 138.40

Providing and constructing 1.40 m thick vertical or inclined graded filter

media consisting of 20 cm thick sand layers, 25 cm thick 20 mm down
coarse aggregate layers and 50 cm thick 80-20 mm coarse aggregate layer
IRR-DAW-6-3 64 cum 1074.00
using approved materials satisfying specified filter creteria as per specifications
including cost of all materials, machinery, labour, laying to required slope,
compaction etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 138.40

Providing and constructing graded filter media below and behind rock-toe
consisting of 20 cm thick sand, 25 cm thick 20 - 4.75 mm and 40 cm thick 80 -
IRR-DAW-6-4 65 20 mm size graded coarse aggregates satisfying filter creteria as per cum 1017.40
specifications including cost of all materials, labour, machinery, laying to required
slope, compaction etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 124.30

Providing and constructing graded filter media below and behind rock-toe
IRR-DAW-6-4-A consisting of 30 cm thick, 80 - 20 mm size graded coarse aggregates
(New Item2 2011- 66 satisfying filter creteria as per specifications including cost of all materials, cum 1133.30
12) labour, machinery, laying to required slope, compaction etc., complete with
initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 46.80

Providing and laying filter media consisting of 2 layers of 250 gsm poly-
propeline non-woven filter fabric and 400 mm thick 20 mm down graded
IRR-DAW-6-5 67 coarse aggregate for vertical / inclined and horizontal filter blanket for sqm 950.60
embankment including cost of all materials, machinery, labour etc., complete
with lead upto 50 m for aggregate and all leads for fabric and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 53.90

Providing and constructing 45 cm thick chimney filter using clean approved

IRR-DAW-6-6 68 sand satisfying filter creteria including cost of all materials, machinery, labour, cum 778.30
compacting etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 110.20

Providing and constructing 90 cm thick transition cum filter media behind

rockfill using approved sand and 80-20 mm and 20 mm down graded aggregates
satisfying the filter creteria in layers of 30 cm thickness each as per
IRR-DAW-6-7 69 cum 1061.80
specifications including cost of all materials, machinery, labour, laying each layer
to required slope, compaction etc., complete with initial lead upto 50 m and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 145.40

Providing and constructing 60 cm thick hand packed rough stone revetment

with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 45 cm
thick graded filter media consisting of sand, 10 mm and 40 mm size approved
IRR-DAW-6-8 70 sqm 893.60
graded aggregates laid in layers of 15 cm thick each including cost of all
materials, machinery, labour, laying to required slopes, wedging with chips,
finishing etc. complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 162.80

9
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and constructing 60 cm thick hand packed rough stone revetment
with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 60 cm
thick graded filter media consisting of sand, 10 mm and 40 mm size approved
IRR-DAW-6-9 71 sqm 1064.20
graded aggregates laid in layers of 20 cm thick each including cost of all
materials, machinery, labour, laying to required slopes, wedging with chips,
finishing etc. complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 183.90

Providing and constructing 60 cm thick hand packed rough stone riprap over
a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40
IRR-DAW-6-10 72 mm size graded approved aggregates laid in layers of 15 cm thick each sqm 834.40
including cost of all materials, machinery, labour, laying to required slopes,
wedging with stone chips etc., complete with initial lead upto 50 m and all
lifts.
Labour Component (including contractor's profit and Overheads) sqm 124.20

Providing and constructing 75 cm thick hand packed rough stone riprap over
a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40
IRR-DAW-6-11 73 mm size graded approved aggregates laid in layers of 15 cm thick each including sqm 910.10
cost of all materials, machinery, labour, laying to required slopes, wedging with
stone chips, etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 135.40

Providing and constructing 90 cm thick hand packed rough stone riprap over
a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40
IRR-DAW-6-12 74 mm size graded approved aggregates laid in layers of 15 cm thick each including sqm 999.10
cost of all materials, machinery, labour, laying to required slopes, wedging with
stone chips etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 157.90

Providing and laying Hariyala or other approved quality turfing sods for the
slopes of earthen embankments over 20 mm thick sand backing including cost of
IRR-DAW-6-13 75 sqm 107.70
all materials, machinery, labour including preparing surface, spreading sand,
watering for 15 days etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 62.50

Chapter II
IRR-TAW TUNNEL AND ALLIED WORKS

IRR-TAW-1 EXCAVATION :
Excavation for adit by tunnelling methods in all types of rock including cost
of all materials, machinery, labour, scaling excavated surface, ventilation,
IRR-TAW-1-1 76 lighting, drainage, removing and hauling the excavated muck outside adit upto cum 1750.60
specified dump area and all other ancillary operations etc., complete with
initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 590.50

Excavation for vertical / inclined shaft in all types of soft / hard rock
including cost of all materials, machinery, labour, shoring, strutting, scaling
IRR-TAW-1-2 77 excavated surface, ventilation, lighting, drainage, removing and hauling cum 2316.20
excavated muck outside shaft upto specified dump area and all other ancillary
operations etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 1177.80

Excavation for tunnel by tunnelling methods in rock not requiring supports

including cost of all materials,machinery, labour, scaling excavated surface,
IRR-TAW-1-3 78 removing under-cuts, ventilation, lighting, drainage, removing and hauling the cum 1786.70
excavated muck outside tunnel upto specified dump area and all other ancillary
operations etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 581.70

Excavation for tunnel by tunnelling methods including excavation for

supports in all types of soil / rock strata requiring supports ( excluding cost
of providing supports ) including cost of all other materials, machinery, labour,
IRR-TAW-1-4 79 cum 1839.00
scaling excavated surface, ventilation, lighting, drainage, removing and hauling
the excavated muck outside tunnel upto specified dump area and all other
ancillary operations etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 600.60

10
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Excavation for tunnel by heading and benching tunnelling methods including
excavation for supports in all types of soil / rock strata requiring supports (
excluding cost of providing supports ) for roof before benching including cost of
all other materials, machinery, labour, scaling excavated surface, ventilation,
lighting, drainage removing and hauling excavated muck outside tunnel upto
IRR-TAW-1-5 80 cum 1887.90
specified dump area and all other ancillary operations etc., complete with initial
lead upto 1 km and all lifts.

NOTE: Where mucking is to be carried out through shaft using winch and
mucking tub system increase the basic rates for items 3, 4 & 5 by 8 percent.
Labour Component (including contractor's profit and Overheads) cum 645.70

Removing and hauling muck overfallen due to natural causes such as

geological faults etc., out of tunnel including breaking large fragments by blasting
if necessary and disposing off the same in specified dump area or as directed
IRR-TAW-1-6 81 cum 364.90
including cost of all materials, machinery, labour, ventilation, drainage, lighting
and all other ancillary operations etc., complete with initial lead upto 1 km and
all lifts.
Labour Component (including contractor's profit and Overheads) cum 89.80

IRR-TAW-2 DEWATERING & GUNITING WORKS :

Dewatering tunnel by pumping out water collected by natural drainage inside

tunnel including providing sump wherever necessary, cost of all materials,
IRR-TAW-2-1 82 Kwhr 23.60
machinery, labour, drainage, lighting, ventilation and all other ancillary operations
etc., complete.
Labour Component (including contractor's profit and Overheads) Kwhr 8.30

Providing 25 mm thick guniting to sides and arch of tunnel in cement mortar

1 : 3 proportion by weight including cost of all materials, machinery, labour,
IRR-TAW-2-2 83 sqm 630.00
ventilation, lighting, drainage and all other ancillary operations etc., complete
with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 185.10

Shortcreting in two layers (each layer+38 mm thickness) for slabs duly

IRR-TAW-2-3 fixing chain weld wire mesh 100 x 100x5 mm in between the two layers including
(new Item4 2010- 84 cost and conveyance of all materials, labour charges, all heads, lifts, centering, sqm 1524.00
11) scaffolding, machine mixing, laying concrete with shortcrete machine etc.
complete as per specification and as directed by Engineer-in-Charge
Labour Component (including contractor's profit and Overheads) sqm 185.10

IRR-TAW-3 TEMPORARY & PERMANENT SUPPORTS :

Providing and fixing 25 mm diameter steel rock bolts with mechanical /

wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long
20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts,
IRR-TAW-3-1 85 Rm 1063.40
tightening bolt by torque wrench, cost of all materials, machinery, labour,
ventilation, lighting, drainage and all other ancillary operations etc., complete
with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 315.30

Providing and fixing 25 mm diameter steel rock bolts with resin bond cement
capsule anchorage including drilling 35 mm dia holes, inserting grout capsule,
IRR-TAW-3-2 86 driving bolt,fixing 10 mm thick plate washers and nuts and tightening the same Rm 1020.70
by torque wrench after hardening of cement grout, cost of all materials,
machinery, labour, ventilation, lighting, drainage and other ancillary operations
etc., complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 290.50

Providing, fabricating and fixing in position permanent structural steel

supports as per details including cost of all materials, machinery, labour,
IRR-TAW-3-3 87 tonne 88520.40
cutting, bending, welding, grinding, lighting, ventilation, drainage and all other
ancillary operations etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) tonne 17121.30

Providing, fabricating and fixing in position temperary structural steel

supports as per details and dismantling the same before concreting including
IRR-TAW-3-4 88 cost of all materials, machinery, labour, cutting, bending, welding, grinding, tonne 22212.60
ventilation, lighting, drainage and all other ancillary operations etc.,complete
with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) tonne 8555.10

11
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and fixing hard variety cut jungle wood for lagging / blocking
locations in tunnel wherever required including cost of all materials, machinery,
IRR-TAW-3-5 89 cum 34880.10
labour, fixing in position, lighting, ventilation, drainage etc complete with all
leads and lifts.
Labour Component (including contractor's profit and Overheads) cum 1495.90

IRR-TAW-4 MASONRY WORKS :

Providing and constructing un-coursed rubble stone masonry with approved

stones from tunnel excavated muck in cement mortar 1 : 6 proportion for
backfilling over cuts / slips on tunnel sides due to geological faults etc., including
IRR-TAW-4-1 90 cost of all materials, machinery, labour, cleaning,scaffolding, packing mortar, cum 2478.30
wedging stone chips, curing, ventilation, lighting, drainage complete with lead
upto 1 km and all lifts.(cement content : 95 kg/cum of masonry, Rubble stones
: 0.83 cum, Stone chips : 0.13 cum,FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 780.40

IRR-TAW-5 REINFORCEMENT & CONCRETE WORKS :

Providing, fabricating and placing in position reinforcement steel for tunnel

RCC works including cleaning, straightening, cutting, bending, hooking, lapping
IRR-TAW-5-1 91 / welding joints wherever required, tying with 1.25 mm dia.soft annealed steel tonne 65041.30
wire, including cost of all materials, labour, machinery, ventilation, lighting,
drainage etc.,complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) tonne 10293.50

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates crushed from tunnel excavated muck
for filling and levelling over-cuts in bed due to geological faults etc., including
IRR-TAW-5-2 92 cost of all materials, machinery, labour, cleaning bed, batching, mixing, cum 5763.00
conveying and laying, levelling, compacting, finishing, curing, lighting, ventilation,
drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement
content : 220 kg / cum, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40
cum, Superplasticizer 0.4% by wt. of cement)
Labour Component (including contractor's profit and Overheads) cum 783.90

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size
approved clean, hard, graded aggregates crushed from tunnel muck for kerb and
bed lining including cost of all materials, machinery, labour, formwork, batching,
IRR-TAW-5-3 93 mixing, conveying upto placing point in agitator cars, placing in position, cum 7107.80
levelling, vibrating, finishing, curing, ventilation, lighting, drainage and all other
ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement
content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA :
0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 976.60

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size
approved clean, hard, graded aggregates crushed from tunnel muck for sides
and arch lining including cost of all materials, machinery, labour, formwork,
IRR-TAW-5-4 94 batching, mixing, conveying upto placing point in agitator cars, placing in cum 7312.40
position, levelling, vibrating, finishing, curing, ventilation, lighting, drainage and
all other ancillary operations etc., complete with lead upto 1 km and all lifts. (
Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of
cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 768.20

IRR-TAW-6 DRILLING & GROUTING WORKS :

Drilling 32 mm diameter grout holes in concrete / rock by percussion

drilling using jack hammer or stooper drills as directed to specified depth for
IRR-TAW-6-1 95 consolidation / contact grouting including cost of all materials, machinery, labour, Rm 399.10
cleaning holes, ventilation, lighting, drainage and all other ancillary operations
etc., complete.
Labour Component (including contractor's profit and Overheads) Rm 151.60

12
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Grouting cement slurry in grout holes under specified pressure for
consolidation / contact grouting including cost of all materials, machinery,
IRR-TAW-6-2 96 tonne 11980.40
labour, redrilling wherever necessary, ventilation,lighting, drainage and other
ancillary operations etc., complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) tonne 2318.70

Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in

tunnel by percussion drilling using waggon drill or other suitable drilling
IRR-TAW-6-3 97 Rm 365.50
equipment including cost of all materials, machinery, labour, ventilation, lighting,
drainage etc., complete.
Labour Component (including contractor's profit and Overheads) Rm 62.80

Chapter III
IRR-CAW CANAL AND ALLIED WORKS

IRR-CAW-1 EXCAVATION WORKS :

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal,
seating of embankment, filter drains / catch water drains etc., including dressing
bed and sides to required level and profile, cost of all materials, machinery,
IRR-CAW-1-1 98 cum 93.90
labour, placing the excavated soil neatly in dump area or for the formation of
service road / embankment as directed etc., complete with initial lead upto 1
km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 23.90

Excavation in all kinds of soil including boulders upto 0.30 m dia for field
channels, seating of embankment for field channels etc., including dressing of
bed and sides to required profile, cost of all materials, machinery, labour, placing
IRR-CAW-1-2 99 the excavated stuff for formation of service road / embankment as directed etc., cum 50.00
complete with lead upto 10 m and lift upto 3 m.

(Machinery excavation and manual conveyance)

Labour Component (including contractor's profit and Overheads) cum 19.20

Excavation in ordinary rock (including HDR) without blasting including

boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter
drain / catch water drains etc., including dressing of bed and sides to required
IRR-CAW-1-3 100 cum 127.40
level and profile, cost of all materials, machinery, labour, placing the excavated
soft rock neatly in dump area or for formation of service road as directed etc.,
complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 35.60

Excavation in ordinary rock (including HDR) without blasting including

boulders above 0.3 m upto 0.60 m dia. for field channels, seating of
embankment for field channels etc., including dressing of bed and sides to
IRR-CAW-1-4 101 required profile, cost of all materials, machinery, labour, placing the excavated cum 83.00
stuff for formation of service road as directed etc.,complete with lead upto 10 m
and lift upto 3 m.

(Machinery excavation and manual conveyance)

Labour Component (including contractor's profit and Overheads) cum 31.80

Excavation in hard rock (including F&F rock) requiring blasting including

boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter
IRR-CAW-1-5 102 drain / catch water drains etc., including dressing bed and sides to required level cum 196.40
and profile, cost of all materials, machinery, labour, placing the excavated rock in
dump area or for formation of service road as directed etc., complete with lead
upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 64.50

Excavation in hard rock of all toughness by blasting including boulders above

1.2 m dia. for canals, seating of embankment, filter drain / catch water drains
etc., including levelling the bed by removing all projections by hammering /
chiselling, cost of all materials, machinery, labour, placing the excavated rock
neatly in approved dump area and levelling the same as directed etc., complete
IRR-CAW-1-6 (a) 103 with initial lead upto 1 km and all lifts. cum 486.60

i ) The rate under this item shall be adopted for canals designed for carrying
capacity of less than 15 cumecs or where the average depth excavation in hard
rock is less than 3 m.
ii ) The rate includes levelling canal bed by hammering / chiselling all rock
projections wherever required.
Labour Component (including contractor's profit and Overheads) cum 139.10

13
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Excavation in hard rock of all toughness including boulders above 1.2 m dia. by
approved controlled blasting methods for canals, cut-off trench of
embankment, filter / catch-water drains etc., including controlling fly-rock by
muffling arrangements such as placing 50 x 50 mm opening chain link mesh or
waste tyres and sand bags, monitoring ground vibrations at specified locations,
costof all materials, machinery, labour, placing excavated rock neatly in
IRR-CAW-1-7 (b) 104 approved dump area or other place as directed etc., complete with lead upto 1 cum 617.90
km and all lifts.

i) The rate under this item shall be adopted for canals designed for carrying
capacity of less than 15 cumecs or where the average depth excavation in hard
rock is less than 3 m.
ii ) The rate under this item shall be adopted where the control of fly-rock and
ground vibrations is required.
Labour Component (including contractor's profit and Overheads) cum 137.10

Excavation in hard rock of all toughness including boulders above 1.2 m dia.
for dressing canal sides neatly on either side to required profile by line drilling
and smooth blasting including removing under-cuts by chiselling / hammering,
placing the excavated rock neatly in dump area or other place as directed, cost
of all materials, machinery, labour etc., complete with lead upto 1 km and all
lifts.
i) For excavation of canal below free board level combination of normal
controlled blasting and line drilling and smooth blasting shall be adopted to
IRR-CAW-1-8( c) 105 obtain neat side slopes. For the purpose of payment 1 m width of excavation on cum 1069.20
either side shall be treated as excavation by line drilling and smooth blasting and
remaining portion shall be treated as excavation by normal / controlled blasting
as the case may be.
ii ) The rate under this item shall be adopted for canals designed for carrying
capacity of less than 15 cumecs or where the average depth of excavation in
hard rock is less than 3 m.
iii ) The rate includes controlling fly-rock wherever required.
iv ) The rate under this item shall be paid only on ascertaining that the excavated
face has come off neatly as per specifications or atleast 50 percent of smooth
Labour Component (including contractor's profit and Overheads) cum 366.30

Excavation in hard rock by blasting including boulders above 1.2 m dia. for
canals, seating embankment etc., including levelling bed by removing all
projections by hammering / chiselling, cost of all materials, machinery, labour,
placing the excavated rock neatly in approved dump area and levelling the same
as directed etc.,complete with initial lead upto 1 km and all lifts.
IRR-CAW-1-9(a) 106 cum 298.20
i ) The rate under this item shall be adopted for canals designed for carrying
capacity of more than 15 cumecs or where the average depth of excavation in
hard rock is more than 3 m.
ii ) The rate includes levelling canal bed by hammering /chiselling all rock
projections wherever required.
Labour Component (including contractor's profit and Overheads) cum 43.90

Excavation in hard rock of all toughness including boulders above 1.2 m dia.
by approved controlled blasting methods for canals, cut-off trench of
embankment etc., including controlling fly-rock by muffling arrangements such
as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags,
monitoring ground vibrations at specified locations, cost of all materials,
machinery, labour, placing excavated rock neatly in approved dump area or
IRR-CAW-1-
107 other place as directed etc., complete with lead upto 1 km and all lifts. cum 446.90
10(b)

i ) The rate under this item shall be adopted for canals designed for carrying
capacity of more than 15 cumecs or where the average depth of excavation in
hard rock is more than 3 m.
ii ) The rate under this item shall be adopted where the control of fly-rock and
ground vibrations is required.
Labour Component (including contractor's profit and Overheads) cum 50.20

14
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Excavation in hard rock of all toughness including boulders above 1.2 m dia.
for dressing canal sides neatly on either side to required profile by line drilling
and smooth blasting including removing under-cuts by chiselling / hammering,
placing the excavated rock neatly in dump area or other place as directed, cost
of all materials, machinery, labour etc., complete with lead upto 1 km and all
lifts.
i ) For excavation of canal below free board level combination of normal
controlled blasting and line drilling and smooth blasting shall be adopted to
IRR-CAW-1-
108 obtain neat side slopes. For the purpose of payment 1 m width of excavation on cum 734.30
11(c) either side shall be treated as excavation by line drilling and smooth blasting and
remaining portion shall be treated as excavation by normal / controlled blasting
as the case may be.
ii ) The rate under this item shall be adopted for canals designed for carrying
capacity of more than 15 cumecs or where the average depth of excavation in
hard rock is more than 3 m.
iii ) The rate includes controlling fly-rock wherever required.
iv ) The rate under this item shall be paid only on ascertaining that the excavated
face has come off neatly as per specifications or atleast 50 percent of smooth
Labour Component (including contractor's profit and Overheads) cum 113.20

IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL :

Providing impervious hearting embankment with selected soil from approved

borrow areas in layers of 25 cm before compaction including cost of all
materials, machinery, labour, all operations such as excavation, sorting out,
IRR-CAW-2-1 109 transporting, spreading in layer of specified thickness, breaking clods, cum 196.40
sectioning, watering, compacting each layer to density control of not less than
98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 32.90

Providing impervious hearting embankment with selected soil from approved

borrow areas in layers of 25 cm before compaction including cost of all
materials, machinery, labour, all operations such as excavation, sorting out,
IRR-CAW-2-2 110 transporting, spreading in layer of specified thickness, breaking clods, cum 189.70
sectioning, watering, compacting each layer to density control of not less than
95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 32.40

Providing semi-pervious / pervious casing embankment using soil from

approved borrow area in layers of 25 cm before compaction including cost of
all materials, machinery, labour, all operations such as excavation, sortingout,
IRR-CAW-2-3 111 transporting, spreading in layer of specified thickness, breaking clods, cum 196.20
sectioning, watering, compacting to density control of not less than 98 percent
or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power
roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 32.90

Providing semi-pervious / pervious casing embankment using soil from

approved borrow area in layers of 25cm before compaction including cost of
all materials, machinery, labour, all operations such as excavation, sortingout,
IRR-CAW-2-4 112 transporting, spreading in layer of specified thickness, breaking clods, cum 191.90
sectioning, watering, compacting to density control of not less than 95 percent
or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power
roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 34.70

Providing semi-pervious / pervious casing embankment using soil from

approved borrow area in layers of 25cm before compaction including cost of
all materials, machinery, labour, all operations such as excavation, sortingout,
IRR-CAW-2-5 113 transporting, spreading in layer of specified thickness, breaking clods, cum 178.70
sectioning, compacting each layer without watering to density control of not
less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8
to 10 tonne power roller etc., complete with initial lead upto 1 km and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 30.00

15
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing hearting / casing embankment with homogeneous soil from
approved borrow areas in layers of 25 cm before compaction including cost of
all materials, machinery, labour, all operations such as excavation, sorting out,
IRR-CAW-2-6 114 transporting, spreading in layer of specified thickness, breaking clods, cum 169.70
sectioning, watering, compacting each layer to density control of not less than
98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 27.30

Providing hearting / casing embankment with homogeneous soil from

approved borrow areas in layers of 25 cm before compaction including cost of
all materials, machinery, labour, all operations such as excavation, sorting out,
IRR-CAW-2-7 115 transporting, spreading in layer of specified thickness, breaking clods, cum 163.80
sectioning, watering, compacting each layer to density control of not less than
95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 26.70

Providing casing embankment using homogeneous soil from approved

borrow area in layers of 25 cm before compaction including cost of all materials,
machinery, labour, all operations such as excavation, sortingout, transporting,
IRR-CAW-2-8 116 spreading in layer of specified thickness, breaking clods, sectioning, compacting cum 153.90
each layer without watering to density control of not less than 95 percent or as
stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller
etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 24.50

IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL :

Providing impervious hearting embankment with soil from approved dump

areas in layers of 25 cm before compaction including cost of all materials,
machinery, labour, all operations such as re-excavation, sorting out,
IRR-CAW-3-1 117 transporting, spreading in layer of specified thickness, breaking clods, cum 149.00
sectioning, watering, compacting each layer to achieve density control of not
less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8
to 10 tonne power roller etc.,complete with initial lead upto 1 km and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 25.20

Providing impervious hearting embankment with soil from approved dump

areas in layers of 25 cm before compaction including cost of all materials,
machinery, labour, all operations such as re-excavation, sorting out,
IRR-CAW-3-2 118 transporting, spreading in layer of specified thickness, breaking clods, cum 143.70
sectioning, watering, compacting each layer to achieve density control of not
less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8
to 10 tonne power roller etc.,complete with initial lead upto 1 km and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 24.90

Providing semi-pervious / pervious casing embankment using soil from

approved dump area in layers of 25 cm before compaction including cost of all
materials, machinery, labour, all operations such as re-excavation, sorting out,
IRR-CAW-3-3 119 transporting, spreading in layer of specified thickness, breaking clods, cum 144.80
sectioning, watering, compacting each layer to density control of not less than
98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 24.40

Providing semi-pervious / pervious casing embankment using soil from

approved dump area in layers of 25 cm before compaction including cost of all
materials, machinery, labour, all operations such as re-excavation, sorting out,
IRR-CAW-3-4 120 transporting, spreading in layer of specified thickness, breaking clods, cum 139.30
sectioning, watering, compacting each layer to density control of not less than
95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 24.00

16
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing semi-pervious / pervious casing embankment using soil from
approved dump area in layers of 25 cm before compaction including cost of
all materials, machinery, labour, all operations such as re-excavation, sorting
out, transporting, spreading in layer of specified thickness, breaking clods,
IRR-CAW-3-5 121 cum 130.60
sectioning, compacting each layer without watering to density control of not
less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8
to 10 tonne power roller etc., complete with initial lead upto 1 km and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 22.00

IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL :

Providing impervious hearting embankment with soil collected in

embankment area in heaps as part of disposal of excavated soil from canal
including cost of all materials,machinery, labour, all operations such as
IRR-CAW-4-1 122 sortingout, spreading in layer of 25 cm before compaction, breaking cum 66.60
clods,sectioning, watering and compacting each layer to density control of not
less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8
to 10 tonne power roller etc., complete with lead upto 1 km for water.
Labour Component (including contractor's profit and Overheads) cum 10.10

Providing impervious hearting embankment with soil collected in

embankment area in heaps as part of disposal of excavated soil from canal
including cost of all materials,machinery, labour, all operations such as
IRR-CAW-4-2 123 sortingout, spreading in layer of 25 cm before compaction, breaking cum 61.20
clods,sectioning, watering and compacting each layer to density control of not
less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8
to 10 tonne power roller etc., complete with lead upto 1 km for water.
Labour Component (including contractor's profit and Overheads) cum 10.30

Providing semi-pervious / pervious casing hearting embankment using soil

collected in heaps in embankment area as part of disposal of excavated soil from
canal including cost of all materials, machinery, labour, all operations such as
IRR-CAW-4-3 124 sorting-out, spreading in layers of 25 cm before compaction, breaking clods, cum 66.60
sectioning, watering and compacting each layer to density control of not less
than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with lead upto 1 km for water.
Labour Component (including contractor's profit and Overheads) cum 10.10

Providing semi-pervious / pervious casing embankment using soil collected in

heaps in embankment area as part of disposal of excavated soil from canal
including cost of all materials, machinery, labour, all operations such as sorting-
IRR-CAW-4-4 125 out, spreading in layers of 25 cm before compaction, breaking clods, cum 61.20
sectioning, watering and compacting each layer to density control of not less
than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete with lead upto 1 km for water.
Labour Component (including contractor's profit and Overheads) cum 10.30

Providing semi-pervious / pervious casing embankment using soil collected in

heaps in embankment area as part of disposal of excavated soil from canal
including cost of all materials, machinery, labour, all operations such as sorting-
IRR-CAW-4-5 126 out, spreading in layers of 25 cm before compaction, breaking clods, sectioning cum 51.00
and compacting each layer without watering to density control of not less than
95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10
tonne power roller etc., complete.
Labour Component (including contractor's profit and Overheads) cum 7.40

Providing compacted embankment for field irrigation channels with gravely

soil from approved borrow area including sorting out, spreading in layers of 15
cm thickness, breaking clods, watering, compacting, dressing sides to required
IRR-CAW-4-6 127 cum 281.50
slopes etc.,complete with lead upto 50 m and all lifts.

( manual work with water pump)

Labour Component (including contractor's profit and Overheads) cum 277.30

IRR-CAW-5 FOUNDATION FILLING WORKS :

Providing rubble and sand filling in layers of 22.5 to 30 cm including cost of all
IRR-CAW-5-1 128 materials, machinery, labour, watering, ramming etc., complete with initial lead cum 770.30
upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 140.90

17
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing rubble and Murum filling in layers of 22.5 to 30 cm including cost of

IRR-CAW-5-2 129 all materials, machinery, labour, watering, ramming etc., complete with initial cum 568.10
lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 140.90

Providing and laying 25 cm thick sand blanket below embankment including

IRR-CAW-5-3 130 cost of all materials, machinery, labour, spreading to specified thickness etc., sqm 176.70
complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 17.60

IRR-CAW-5-3-A Providing and laying sand blanket below embankment including cost of all
(New Item 3 - 131 materials, machinery, labour, spreading to specified thickness etc., complete cum 706.70
2011-12) with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 70.40

Providing and constructing dry rubble rock-toe using rubble and stone chips
IRR-CAW-5-4 132 from approved source including cost of all materials, machinery, labour, hand cum 537.60
packing rubble and stone chips, finishing top and sides to required slopes etc.,
complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 100.90

Providing and constructing longitudinal and cross graded filter drains using
sand and 20 mm down graded aggregates satisfying specified filter creteria in
IRR-CAW-5-5 133 layers as per specifications including cost of all materials, machinery, labour, cum 916.80
laying to required slopes, compaction etc., complete with initial lead upto 50 m
and all lifts.
Labour Component (including contractor's profit and Overheads) cum 131.30

Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm
IRR-CAW-5-6 134 in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in Rm 448.50
bed including excavation of drains and Cost of procuring of all materials
133 Rm 24.90

Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed
IRR-CAW-5-7 135 and sides using 1.181 Kgs of cement per each using 20 mm HG metal and one plug 366.30
placing in local filters of size 600x600x750 mm in size including excavation of
drains and Cost of procuring of all materials
Labour Component (including contractor's profit and Overheads) one plug 105.70

Providing and constructing 0.50 m thick vertical or inclined graded filter

media consisting of 15 cm thick sand layers and 20 cm thick 20 mm down coarse
IRR-CAW-5-8 136 aggregate layer using approved materials satisfying specified filter creteria as cum 1024.90
per specifications including cost of all materials, machinery, labour, laying to
required slope, compaction etc., complete with initial lead upto 50 m and all
lifts.
Labour Component (including contractor's profit and Overheads) cum 131.30

Providing and constructing graded filter media below and behind rock-toe
consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm
down size graded coarse aggregates satisfying filter creteria behind rock-toe and
IRR-CAW-5-9 137 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 cum 1198.60
mm down size coarse aggregate satisfying filter creiteria below rock-toe as per
specifications including cost of all materials, machinery, labour, laying to required
slope, compaction etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 122.70

Providing and laying filter media consisting of 2 layers of poly-propeline

nonwoven filter fabric and 200 mm thick 20 mm down graded coarse aggregate
for embankment including cost of all materials, machinery, labour, forming toe
IRR-CAW-5-
138 drain etc., complete with lead upto 50 m for aggregate and all leads for fabric sqm 600.10
10(a) and all lifts.

Using 200 gsm filter fabric.

Labour Component (including contractor's profit and Overheads) sqm 29.20

Providing and laying filter media consisting of 2 layers of poly-propeline

nonwoven filter fabric and 200 mm thick 20 mm down graded coarse aggregate
for embankment including cost of all materials, machinery, labour, forming toe
IRR-CAW-5-
139 drain etc., complete with lead upto 50 m for aggregate and all leads for fabric sqm 652.50
11(b) and all lifts.

Using 250 gsm filter fabric.

Labour Component (including contractor's profit and Overheads) sqm 29.20

18
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
IRR-CAW-6 ROCK FILL WORKS :

Providing and constructing rockfill casing to canal embankment with graded

stones and spalls from approved quarry including cost of all materials,
IRR-CAW-6-1 140 machinery, labour, spreading stones and spalls in layers, hand packing, cum 489.70
wedging, finishing surface to required slopes etc., complete with initial lead
upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 53.40

Providing and constructing rockfill casing to canal embankment with graded

stones and spalls available in dump yard including cost of all materials,
machinery, labour, spreading stones and spalls in layers, hand packing,
IRR-CAW-6-2 141 cum 287.80
wedging, finishing surface to required slopes etc., complete with initial lead
upto 50 m and all lifts.

Stones and spalls available in dump yard will be issued at specified issue rate.
Labour Component (including contractor's profit and Overheads) cum 68.90

IRR-CAW-7 CANAL LINING WORKS :

Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from
approved borrow area including spreading soil in layers of thickness not
IRR-CAW-7-1 142 more than 15 cm, breaking clods, watering, compacting to density control of not cum 211.50
less than 98 percent or as stipulated, dressing to required profile etc., complete
with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 64.40

Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from
approved borrow area including spreading soil in layers of thickness not
IRR-CAW-7-2 143 more than 15 cm, breaking clods, watering, compacting to density control of not cum 206.60
less than 95 percent or as stipulated, dressing to required profile etc., complete
with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 63.50

Providing cohesive non-swelling ( CNS ) soil lining to canal using soil

collected in heaps along the edge of canal requiring CNS soil lining as part
of the disposal of excavated soil from canal excavation in CNS soil reach
IRR-CAW-7-3 144 including spreading in layers of thickness not more than 15 cm, breaking clods, cum 105.20
watering, compacting to density control of not less than 95 percent or as
stipulated, dressing to required profile etc., complete with lead upto upto 50 m
and all lifts.
Labour Component (including contractor's profit and Overheads) cum 48.50

Providing and fixing 20 x 20 x 75 cm size top surface neatly dressed canal

IRR-CAW-7-4 145 bed level stones including cost of all materials, labour, excavation, fixing in Each 91.80
position to correct level etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 65.70

Providing, fabricating and placing in position reinforcement steel bars for RCC
works including cleaning, straightening, cutting, bending, hooking, lapping, tying
IRR-CAW-7-5 146 with 1.25 mm dia.soft annealed steel wire, welding wherever required including kg 55.80
cost of all materials, machinery, labour etc., complete with initial lead upto 50
and all lifts.(1.05 tonne/tonne of steel)
Labour Component (including contractor's profit and Overheads) kg 7.30

Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive

strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down
size approved, clean, hard, graded aggregates for canal lining using vibrating
cylinder type mechanical paver including cost of all materials, machinery, labour,
cleaning, batching, mixing, placing in position,finishing, forming contraction
IRR-CAW-7-6 147 joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to sqm 464.10
other side of canal etc., complete with initial lead upto 1 km and all lifts. ( 43
Gr Cement content: (300kg /cum) 22.5 kg / sqm for use of super
plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum, equivalent concrete volume:79.2 cum including the extra
quantity of concrete for curvatures and bends etc.,)
Labour Component (including contractor's profit and Overheads) sqm 29.70

19
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive
strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down
size approved, clean, hard, graded aggregates for canal lining using vibrating
cylinder type mechanical paver including cost of all materials, machinery, labour,
cleaning, batching, mixing, placing in position, finishing, forming contraction
IRR-CAW-7-7 148 joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to sqm 484.80
other side of canal etc., complete with initial lead upto 1 km and all lifts. ( 43
Gr Cement content: (300kg /cum) 24 kg / sqm for use of super
plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum, equivalent concrete volume:84.48 cum including the extra
quantity of concrete for curvatures and bends etc.,)
Labour Component (including contractor's profit and Overheads) sqm 29.70

Providing and laying 100 mm thick in situ M-15 (28 days cube compressive
strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down
size approved, clean, hard, graded aggregates for canal lining using, vibrating,
cylinder type mechanical paver including cost of all materials, machinery, labour,
cleaning, batching, mixing, placing in position, finishing, forming contraction
IRR-CAW-7-8 149 joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to sqm 588.90
othere side of canal etc., complete with initial lead upto 1 Km and all lifts. ( 43
Gr Cement content: (300kg /cum) 30 kg / sqm for use of super
plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum, equivalent concrete volume:88 cum including the extra
quantity of concrete for curvatures and bends etc.,)
Labour Component (including contractor's profit and Overheads) sqm 34.30

Dismantling, shifting and re-erecting mechanical concrete paver and DG set

with all accessories across canal CD work or other locations wherever shifting
and re-erecting is necessary including aligning paver correctly for continuing
canal lining work, cost of all materials, machinery, labour etc., complete with all
IRR-CAW-7-9 150 leads and lifts. shifting 8830.60

Note: Local shifting and re-erection of paver for LH and RH side lining included
in concrete lining rates under items IRR-CAW-7-7 and IRR-CAW-7-8 and
saperate rate for shifting shall not be allowed.
Labour Component (including contractor's profit and Overheads) shifting 6428.80

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N /sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for bed and side lining of canal(150mm
thick) including finishing the junction of bed and sides to required curveture,
cost of all materials, machinery, labour, formwork including supports, cleaning,
IRR-CAW-7-10 151 batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., cum 4865.80
complete with initial lead upto 50 m and all lifts. ( 43 Gr Cement content: 250
kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum,
Blending Ratio of CA--50:30:20, FA : 0.40 cum)

(Only forManually operated)

Labour Component (including contractor's profit and Overheads) cum 1129.00

Providing and laying insitu vibrated M-10 (28 days cube compressive strength
not less than 10 N/sqm) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregade for bed and side lining of canal(100
mm thick) including, finishing the junction of bed and sides to required
IRR-CAW-7-11 152 curveture, cost of all materials, machinery, labour, formwork including supports cum 5005.10
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial lead up to 50 m and all lifts ( 43 Gr Cement
content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA :
0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 1162.60

Providing and laying 100mm thick insitu vibrated M-10 (28 days cube
compressive strength-not less than 10.00 N / sq mm) grade cement concrete
using 40 mm down size approved, clean, hard, graded aggregates for bed and
side lining of canal lining using vibrating cylindertype mechanical paver
IRR-CAW-7-12 153 including cost of all materials mechinery labour batching mixing placing in sqm 556.10
position forming contraction joints fixing pvc joint seiling strips shifting of paver
from one side of canal to other side etc.complete with all leads & lifts.
(Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of
cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) sqm 34.30

20
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N /sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for bed and side lining of canal
including finishing the junction of bed and sides to required curveture, cost of all
IRR-CAW-7-13 154 materials, machinery, labour, formwork including supports, cleaning, batching, cum 4910.50
mixing, placing in position, levelling, vibrating, finishing, curing etc., complete
with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum for use
of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA-
-65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1162.60

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N /sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for bed and side lining(150 mm thick)
of canal including finishing the junction of bed and sides to required curveture,
IRR-CAW-7-14 155 cost of all materials, machinery, labour, formwork including supports, cleaning, cum 5307.30
batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts. (Cement content: 290 kg /
cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum,
Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 1230.20

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N /sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for bed and side lining(of thickness
100 mm) of canal including finishing the junction of bed and sides to required
IRR-CAW-7-15 156 curveture, cost of all materials, machinery, labour, formwork including supports, cum 5464.70
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial lead upto 50 m and all lifts. (Cement content:
300 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum,
Blending Ratio of CA--65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1299.40

Providing and laying 150mm thick insitu vibrated M-15 (28 days cube
compressive strength-not less than 15.00 N / sq mm) grade cement concrete
using 20 mm down size approved, clean, hard, graded aggregates for bed and
side lining of canal lining using vibrating cylindertype mechanical paver including
cost of all materials mechinery labour batching mixing placing in position forming
IRR-CAW-7-16 157 contractiom joints fixing pvc joint seiling strips shifting of paver from one side of sqm 792.80
canal to other side etc.complete with all leads & lifts. (Cement content: 300
kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum,
Blending Ratio of CA--65:35, FA : 0.44 cum)

(Paver)
Labour Component (including contractor's profit and Overheads) sqm 34.30

Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15
grade concrete using 20 mm down size coarse aggregates and 10 kg
reinforcement steel moulded as per specifications and drawing in CM 1:4
IRR-CAW-7-17 158 proportion including cost of all materials, machinery, labour, formwork, Rm 973.60
fabricating and placing reinforcement steel, mixing, laying, conveying and fixing
in position including necessary excavation for seating, finishing joints in CM 1:4,
curing etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 257.10

Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm

long with one end closed with perforated GI plate and other end provided with
IRR-CAW-7-18 159 Each 114.20
alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm
dia holes etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 44.90

Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm

IRR-CAW-7-19 160 long with one end closed with perforated GI plate and other end provided with Each 160.80
alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm
dia holes etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 44.90

Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm

long with one end closed with perforated GI plate and other end provided with
IRR-CAW-7-20 161 Each 192.60
alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm
dia holes etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 44.90

21
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing and fixing 50 mm dia perforated GI pressure relief pipes 45 cm

long with one end closed with perforated GI plate and other end provided with
IRR-CAW-7-21 162 Each 253.90
alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm
dia holes etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 44.90

Providing and fixing 50 mm dia perforated GI pressure relief pipes 75 cm

long with one end closed with perforated GI plate and other end provided with
IRR-CAW-7-22 163 Each 374.40
alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm
dia holes etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 44.90

Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep
IRR-CAW-7-23 164 holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete Each 221.30
with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 22.50

Drilling 32 mm dia pressure relief hole below pressure relief pipe for bed and
IRR-CAW-7-24 165 side lining of canal laid on rock including cost of all materials, machinery, labour Each 268.70
etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 91.80

Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm

thick 10 mm down coarse aggregate around pressure relief pipe and 75 mm thick
IRR-CAW-7-25 166 Each 44.90
sand around coarse aggregate filter including cost of all materials, labour,
excavation of pit etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 7.70

Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar

stone slabs with pointing and finishing joints neatly in CM 1:3 proportion for
IRR-CAW-7-26 167 sqm 373.30
canal / field channel lining including cutting slabs to required size, mixing mortar,
finishing joints neatly, curing etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 67.10

Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of

canal including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all
IRR-CAW-7-27 168 sqm 85.90
materials ( excluding PCC slabs ), labour, finishing, curing etc., complete with
initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 62.30

Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting

PCC slab lining including necessary excavation, refilling, flush pointing joints in
IRR-CAW-7-28 169 Rm 48.00
CM 1 : 3 propn, cost of all materials ( excluding PCC lug slabs ), labour, finishing,
curing etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 41.80

Fixing 30 cm height pre-cast drops for field channels as directed including

IRR-CAW-7-29 170 Each 175.30
excavation, etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 175.30

Providing and fixing LDPE sheet for bed and sides of canal including cost of all
materials, labour, laying, joining etc., complete with all leads and lifts.
IRR-CAW-7-30 171 sqm 133.70
Using 500 micron thick LDPE sheet.
Labour Component (including contractor's profit and Overheads) sqm 12.40
If the surface on which the LDPE sheet is to be laid is too rough and undulating
provide 75 mm thick sand backing to LDPE sheet. For providing 75 mm thick sqm 56.20
Sand for backing add
Labour Component (including contractor's profit and Overheads) sqm 8.40

Providing and fixing LDPE sheet for bed and sides of canal including cost of all
IRR-CAW-7-31 172 materials, labour, laying, joining etc., complete with all leads and lifts. sqm 188.30

Using 750 micron thick LDPE sheet.

Labour Component (including contractor's profit and Overheads) sqm 16.90

Providing and fixing LDPE sheet for bed and sides of canal including cost of all
IRR-CAW-7-32 173 materials, labour, laying, joining etc., complete with all leads and lifts. sqm 259.20

Using 1000 micron thick LDPE sheet.

22
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Labour Component (including contractor's profit and Overheads) sqm 22.80

Providing and fixing 12 mm thick 380 mm depth tarfelt expansion joint filler
IRR-CAW-7-33 174 boards for stone masonry lining of canal including cost of all materials, labour Rm 192.60
etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 7.70

Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler
IRR-CAW-7-34 175 boards for cement concrete lining of canal including cost of all materials, Rm 81.60
labour etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 7.70

Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler
IRR-CAW-7-35 176 boards for cement concrete lining of canal including cost of all materials, Rm 120.70
labour etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 7.70

Providing and forming 35 mm wide and 10 mm thick construction /

IRR-CAW-7-36 177 contraction joints for concrete lining by mastic filler including cost of all Rm 7.60
materials, labour etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 5.70

Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28

days cube compressive strength not less than 15 N /sqmm ) cement concrete
using 20 mm down graded coarse aggregate including cost of all materials,
IRR-CAW-7-37 178 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 102.20
curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :
300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum,
Blending Ratio of CA : 65:35, FA : 0.45cum)
Labour Component (including contractor's profit and Overheads) Each 24.40

Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days
cube compressive strength not less than 15 N / sqmm ) cement concrete using
20 mm down graded coarse aggregate including cost of all materials,
IRR-CAW-7-38 179 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 70.00
curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :
300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum,
Blending Ratio of CA : 65:35, FA : 0.45cum)
Labour Component (including contractor's profit and Overheads) Each 24.40

Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28

days cube compressive strength not less than 15 N / sqmm ) cement concrete
using 10 mm down graded coarse aggregate including cost of all materials,
IRR-CAW-7-39 180 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 35.50
curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :
300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA
: 0.43cum)
Labour Component (including contractor's profit and Overheads) Each 15.70

Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days
cube compressive strength not less than 15 N / sqmm ) cement concrete using
10 mm down graded coarse aggregate including cost of all materials,
IRR-CAW-7-40 181 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 26.50
curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :
300 kg / cum with super plastcizer (0.4% by wt. of cement),CA : 0.68 cum, FA :
0.43cum)
Labour Component (including contractor's profit and Overheads) Each 15.70

Manufacturing 600 x 300 x 100mm size PCC lining slabs in M-15 grade (28
days cube compressive strength not less than 15 N/Sqmm) cement concrete
using 20 mm down grades coarse aggregate including cost of all materials,
IRR-CAW-7-41 182 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 90.10
curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content
: 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum,
FA : 0.45cum, Blending Ratio of CA--65:35)
Labour Component (including contractor's profit and Overheads) Each 15.60

Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28

days cube compressive strength not less than 15 N / sqmm )cement concrete
using 10 mm down graded coarse aggregate including cost of all materials,
IRR-CAW-7-42 183 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 38.10
curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :
300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA
: 0.43cum)

23
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Labour Component (including contractor's profit and Overheads) Each 15.70

Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days
cube compressive strength not less than 15 N /sqmm ) cement concrete using
10 mm down graded coarse aggregate including cost of all materials,
IRR-CAW-7-43 184 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, Each 25.80
curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content :
300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA
: 0.43cum)
Labour Component (including contractor's profit and Overheads) Each 15.70

Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion

for canal side lining using stones and chips from approved quarry including cost
of all materials, machinery, labour, forming weep holes at specified intervals,
IRR-CAW-7-44 185 cum 2317.40
finishing, curing etc., complete with initial lead upto 50 m and all
lifts.(Thickness of the masonry assumed: 0.3 m, rubble stones : 0.96 cum,
Stone Chips : 0.15cum,Through Stones 20 x 20 x 30cm : 1/sqm)
Labour Component (including contractor's profit and Overheads) cum 600.90

Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for
canal side lining using stones from approved quarry including cost of all
IRR-CAW-7-45 186 materials, machinery, labour, forming weep holes at specified intervals, finishing, cum 3444.70
curing etc., complete with initial lead upto 50m and all lifts.(with no pin
headers)(Thickness of the Masonry assumed:0.3 m, rubble stones : 1.1 cum)
Labour Component (including contractor's profit and Overheads) cum 1981.90

Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion

for canal side lining using stones and chips from canal excavation including cost
IRR-CAW-7-46 187 of all materials, machinery, labour, forming weep holes at specified interval, cum 2179.10
finishing, curing etc., complete with initial lead upto 50 m and all lifts.( rubble
stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm :
1/sqm)
Labour Component (including contractor's profit and Overheads) cum 678.20

Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for
canal side lining using stones from canal excavation including cost of all
IRR-CAW-7-47 188 materials, machinery, labour, forming weep holes at specified intervals, cum 3239.00
finishing, curing etc., complete with initial lead upto 50m and all lifts.(with no
pin headers)( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum)
Labour Component (including contractor's profit and Overheads) cum 1981.90

IRR-CAW-8 ROCK PITCHING

Providing and constructing 25 cm thick dry rubble stone pitching with pin
headers at 2 per sqm including cost of all materials, labour, hand packing,
IRR-CAW-8-1 189 sqm 200.50
finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones :
0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 46.70
If 15 cm thick murum bed is to be provided below pitching add sqm 37.60
Labour Component (including contractor's profit and Overheads) sqm 14.10

Providing and constructing 22.5 cm thick dry rubble stone pitching with pin
IRR-CAW-8-1-A headers at 2 per sqm including cost of all materials, labour, hand packing,
(New Item4 - 190 finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : sqm 190.40
2011-12) 0.207 cum/sqm, Stone Chips : 0.3375cum/sqm, Pin Headers 30cm : 2/sqm)
(For Maintenance Works)
Labour Component (including contractor's profit and Overheads) sqm 46.70

Providing and constructing 25 cm thick dry rubble stone pitching including

IRR-CAW-8-2 191 cost of all materials, labour, hand packing, finishing etc., complete with initial sqm 213.40
lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.33
cum/sqm)
Labour Component (including contractor's profit and Overheads) sqm 110.30

Providing and constructing 225 mmm thick dry rubble stone pitching
IRR-CAW-8-2 -
A (New Item5 - 192 including cost of all materials, labour, hand packing, finishing etc., complete with sqm 153.70
2011-12) initial lead upto 50 m and all lifts.(with no pin headers)( rubble stones :
0.2475 cum/sqm) (For Maintenance Works)
Labour Component (including contractor's profit and Overheads) sqm 99.30

24
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and constructing 30 cm thick dry rubble stone pitching with pin
headers at 2 per sqm including cost of all materials, labour, hand packing,
IRR-CAW-8-3 193 sqm 220.50
finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones :
0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 46.70

Providing and constructing 30 cm thick dry rubble stone pitching including

IRR-CAW-8-4 194 cost of all materials, labour, hand packing, finishing etc., complete with initial sqm 256.10
lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.33
cum/sqm)
Labour Component (including contractor's profit and Overheads) sqm 132.40

Providing and constructing 45 cm thick dry rubble stone pitching with pin
headers at 2 per sqm including cost of all materials, labour, hand packing,
IRR-CAW-8-5 195 sqm 331.90
finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones :
0.40 cum/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 65.70

Providing and constructing 45 cm thick dry rubble stone pitching including

IRR-CAW-8-6 196 cost of all materials, labour, hand packing, finishing etc., complete with initial sqm 384.10
lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.495
cum/sqm)
Labour Component (including contractor's profit and Overheads) sqm 198.50

Providing and constructing 30 cm thick rubble stone pitching set in CM 1: 5

proportion with pin headers at 2 per sqm in including cost of all materials,
IRR-CAW-8-7 197 labour, packing chips and mortar, finishing, curing etc., complete with initial sqm 561.10
lead upto 50 m and all lifts.( rubble stones : 0.275 cum/sqm, Stone Chips :
0.045cum/sqm, Pin Headers 30cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 79.90

Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5

IRR-CAW-8-8 198 Proportion including cost of all materials,labour, packing chips and mortar sqm 469.70
,finishing etc.,complete( rubble stones : 0.33 cum/sqm )
Labour Component (including contractor's profit and Overheads) sqm 17.70

Providing and constructing 30 cm thick dry khandki stone pitching using 20

to 25 cm size khandki stones with pin headers at 2 per sqm including cost of all
IRR-CAW-8-9 199 materials, labour, hand packing, finishing etc., complete with initial lead upto sqm 294.60
50 m and all lifts.( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone
Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 46.70

Providing and constructing 45 cm thick dry khandki stone pitching using 25

to 30 cm size khandki stones with pin headers at 2 per sqm including cost of all
IRR-CAW-8-10 200 materials, labour, hand packing, finishing etc., complete with initial lead upto sqm 314.60
50 m and all lifts.( Khandki stones 25- 30 cm height : 1200 Nos/sqm, Stone
Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 65.70

Providing and constructing 30 cm thick khandki stone pitching using 20 to 25

cm size khandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion
with pointing joints in CM 1:3 proportion including cost of all materials, labour,
IRR-CAW-8-11 201 sqm 617.50
packing chips and mortar, finishing, curing etc.complete with initial lead upto
50 m and all lifts.( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone
Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 76.30

Providing and constructing 45 cm thick khandki stone pitching using 25 to 30

cm stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing
joints in CM 1 : 3 proportion including cost of all materials, labour, packing chips
IRR-CAW-8-12 202 sqm 768.50
and mortar, finishing, curing etc., complete with initial lead upto 50 m and all
lifts.( Khandki stones 25- 30 cm height : 730 Nos/sqm, Stone Chips :
0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
Labour Component (including contractor's profit and Overheads) sqm 104.60

Providing 10 cm thick approved type grass turfing to the side slopes of

IRR-CAW-8-13 203 canal icluding cost of all materials, labour, watering for minimum 15 days sqm 104.00
etc.,complete with lead 50 m and all lifts.(FA : 2 cum/sqm)
Labour Component (including contractor's profit and Overheads) sqm 59.40

25
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing 10 cm thick approved type grass turfing to the side slopes of
canal icluding cost of all materials, labour, watering for minimum 15 days
IRR-CAW-8-14 204 etc.,complete with lead 50 m and all lifts. sqm 66.10

with no sand
Labour Component (including contractor's profit and Overheads) sqm 34.30

Chapter IV
IRR-CCDW CANAL CROSS DRAINAGE WORKS

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :

(manual means of excavation and conveyance)

Excavation in all kinds of soil including boulders upto 0.30 m dia. for
IRR-CCDW-1-1 205 foundations of canal cross drainage and other appurtenant structures and cum 222.70
placing the excavated stuff neatly in specified dump area or disposing off the
same as directed etc., complete with initial lead upto 50 m and initial lift upto
3 m.
Labour Component (including contractor's profit and Overheads) cum 222.70

Excavation for Structures- Mechanical Means ( Data adopted from

MORTH)

Earth work in excavation in all kinds of soils of foundation of structures as

IRR-CCDW-1-2 206 cum 92.50
per drawing and technical specification, including setting out, construction of
shoring and bracing, removal of stumps and other deleterious matter, dressing
of sides and bottom and backfilling with approved material. ( depth upto 3
meters)
Labour Component (including contractor's profit and Overheads) cum 18.60

(manual means of excavation and conveyance)

Excavation in ordnary rock (including HDR) without blasting including

IRR-CCDW-1-3 207 cum 327.80
boulders above 0.3 m upto 0.60 m dia. for foundations of canal cross
drainage and other appurtenant structures and placing the excavated stuff
neatly in specified dump area or disposing off the same as directed etc.,
complete with initial lead upto 50 m and initial lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 327.80

( Data adopted from MORTH) (manual means of excavation and conveyance)

IRR-CCDW-1-4 208 cum 119.20
Excavation in ordnary rock (including HDR) without blasting for foundations
of canal cross drainage and other appurtenant structures and placing the
excavated stuff neatly in specified dump area or disposing off the same as
directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 20.70

(manual means of excavation after blasting and conveyance)

Excavation in hard rock requiring blasting including boulders above 0.6 m

IRR-CCDW-1-5 209 upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant cum 336.60
structures and placing the excavated stuff neatly in specified dump area or
disposing off the same as directed etc., complete with initial lead upto 50 m
and initial lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 254.40

(manual means of excavation after blasting and conveyance)

Excavation in hard rock of all toughness by blasting including boulders

IRR-CCDW-1-6 210 above 1.2 m dia. for foundations of canal cross drainage and other cum 525.80
appurtenant structures and placing the excavated rock neatly in specified dump
area or stack yard as directed etc., complete with initial lead upto 50 m and
initial lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 317.80

(manual means of excavation after controlled blasting and conveyance)

Hard Rock ( blasting prohibited ) ( Data adopted from MORTH)

IRR-CCDW-1-7 211 cum 981.80

Excavation in hard rock with blasting ( blasting prohibited )prohibited for
foundations of canal cross drainage and other appurtenant structures and
placing the excavated rock neatly in or stack yard as directed etc., complete
with specified dump area initial lead upto 50 m and initial lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 318.70

26
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel
anchor rods with 1.25 m length driven into 32 mm dia hole drilled in bed rock
IRR-CCDW-1-8 212 and remaining length embedded in concrete / masonry including cost of all Each 846.70
materials, machinery, labour, drilling and cleaning hole, driving anchor rod,
grouting hole with thick cement slurry etc., complete with initial lead upto 50 m
and all lifts.
Labour Component (including contractor's profit and Overheads) Each 198.60

IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :

Providing, fabricating and placing in position reinforcement steel bars for

RCC works including cleaning, straightening, cutting, bending, hooking, lapping,
IRR-CCDW-2-1 213 welding wherever required,tying with 1.25 mm dia soft annealed steel wire, kg 56.10
including cost of all materials, machinery, labour etc., complete with initial lead
upto 50 and all lifts.
Labour Component (including contractor's profit and Overheads) kg 7.70

Providing, fabricating and fixing in position structural steel cutting edge

consisting of 100 x 100 x 10 mm angle and 250 x 12 mm plate for sinking 4.50 m
IRR-CCDW-2-2 214 outer diameter foundation wells foundation wells including cost of all materials, kg 70.10
machinery, labour, bending, welding, providing anchors etc., complete with
initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) kg 9.20

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N /sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for foundation filling including cost of
all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in
IRR-CCDW-2-3 215 cum 4990.20
position, levelling, vibrating, finishing, curing etc., complete with initial lead
upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super
plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--
50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 1170.80

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates for foundation filling including cost of
all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in
IRR-CCDW-2-4 216 cum 4934.70
position, levelling, vibrating, finishing, curing etc., complete with initial lead
upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super
plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--
35:30:20:15, FA : 0.35 cum)
Labour Component (including contractor's profit and Overheads) cum 1219.70

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for foundation filling including cost of
all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in
IRR-CCDW-2-5 217 cum 4625.40
position, levelling, vibrating, finishing, curing etc., complete with initial lead
upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super
plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--
50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 1118.70

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates for foundation filling including cost of
all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in
IRR-CCDW-2-6 218 cum 4696.50
position, levelling, vibrating, finishing, curing etc., complete with initial lead
upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super
plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--
35:30:20:15, FA : 0.35 cum)
Labour Component (including contractor's profit and Overheads) cum 1211.70

27
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for foundation filling including cost
of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing
IRR-CCDW-2-7 219 cum 5442.80
in position, levelling, vibrating, finishing, curing etc., complete with initial lead
upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super
plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--
50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 1231.00

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for sub-structure / super- structure
works including cost of all materials, machinery, labour, formwork, scaffolding,
IRR-CCDW-2-8 220 cum 5877.80
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA :
0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Labour Component (including contractor's profit and Overheads) cum 1226.00

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for sub-structure / super- structure
works including cost of all materials, machinery, labour, formwork, scaffolding,
IRR-CCDW-2-9 221 cum 5912.30
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA :
0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1302.70

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for sub-structure / super- structure
works including cost of all materials, machinery, labour, formwork, scaffolding,
IRR-CCDW-2-10 222 cum 5535.60
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA :
0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1305.00

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for sub-structure / super- structure
works including cost of all materials, machinery, labour, formwork, scaffolding,
IRR-CCDW-2-11 223 cum 4968.80
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
curing etc., complete with initial lead upto 50 m and all lifts. (Cement content:
220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA :
0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1212.60

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for well kerb including cost of all
materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc., complete with
IRR-CCDW-2-12 224 initial lead upto 50 m and all lifts. (Cement content: 350 kg / cum with use of cum 7164.40
super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--
65:35, FA : 0.45 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1575.40

28
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for well steining including cost of all
materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc., complete with
IRR-CCDW-2-13 225 initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of cum 6502.70
super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--
50:30:20, FA : 0.40 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1439.40

Providing and laying insitu M-15 ( 28 days cube compressive strength not less
than 15 N / sq mm ) grade cement concrete using 20 mm down size approved,
clean, hard, graded aggregates for well bottom plug by tremie or skip box
IRR-CCDW-2-14 226 cum 5204.60
method including cost of all materials, complete with initial lead upto 50 m and
all lifts.(Cement content: 350 kg / cum with use of super plasticiser(0.4% by
wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1130.00

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for well top plug including cost of all
materials, machinery, labour, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m
IRR-CCDW-2-15 227 cum 4735.10
and all lifts. (Cement content: 280 kg / cum with use of super plasticiser(0.4%
by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

If water is to be brought from other place add only lead charges @ 500 ltrs /
cum
Labour Component (including contractor's profit and Overheads) cum 1112.60
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for well cap including cost of all
materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc., complete with initial
IRR-CCDW-2-16 228 lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super cum 5306.50
plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1132.40

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates for piers and abutments including
cost of all materials, labour, machinery, formwork, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc., complete with
IRR-CCDW-2-17 229 initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of cum 5856.90
super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--
35:30:20:15, FA : 0.35 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1504.40

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates for piers and abutments including
cost of all materials, labour, machinery, formwork, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc., complete with
IRR-CCDW-2-18 230 initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of cum 5618.70
super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--
35:30:20:15, FA : 0.35 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1495.90

29
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength
not less than 10 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for piers and abutments including
cost of all materials, labour, machinery, formwork, cleaning, batching, mixing,
placing in position, levelling, vibrating, finishing, curing etc., complete with
IRR-CCDW-2-19 231 initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of cum 5534.70
super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--
50:30:20, FA : 0.40 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1383.60

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates for cantiliver / counterfort retaining
walls including cost of all materials, machinery, labour, formwork, scaffolding,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,
IRR-CCDW-2-20 232 curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: cum 6423.10
320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA :
0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1432.60

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard, graded aggregates with placing and sinking plums of
size 150 to 80 mm upto 15 percent for gravity type retaining walls / piers /
abutments etc., including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,
IRR-CCDW-2-21 233 cum 5633.00
finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of
cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum,
plums of size 150 to 80 mm : 0.25cum )

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1341.10

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 40 mm down size
approved, clean, hard,graded aggregates for cast in-situ pipes including cost of
all materials, machinery, labour, cleaning, batching, mixing, placing in position,
IRR-CCDW-2-22 234 levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m cum 5385.60
and all lifts.(Cement content: 260 kg / cum with use of super plasticiser(0.4%
by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1267.30

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength
not less than 15 N / sq mm ) grade cement concrete using 80 mm down size
approved, clean, hard, graded aggregates for cast in-situ pipes including cost of
all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in
position, levelling, vibrating, finishing, curing etc., complete with initial lead
IRR-CCDW-2-23 235 upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super cum 5324.90
plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--
35:30:20:15, FA : 0.35 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1315.40

30
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for deck slab & kerb including cost of
all materials,machinery, labour, formwork, scaffolding, cleaning, batching,
mixing, placing in position, levelling, vibrating, finishing, curing etc., complete
IRR-CCDW-2-24 236 with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with cum 8533.50
use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio
of CA--65:35, FA : 0.45 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1887.40

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for columns and beams including
cost of all materials, labour, machinery, formwork, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
IRR-CCDW-2-25 237 etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg cum 7562.10
/ cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum,
Blending Ratio of CA--65:35, FA : 0.45 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1721.70

Providing and laying insitu M- 20 ( 28 days cube compressive strength not less
than 20 N / sqmm ) grade cement concrete using 20 mm down size approved,
clean, hard, graded aggregates for wearing coat including cost of all materials,
machinery, labour, formwork, cleaning, batching, mixing, placing in position in
alternate panels, levelling, compacting, finishing, curing, packing joints with
IRR-CCDW-2-26 238 asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement cum 5214.20
content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA
: 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1161.70
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength
not less than 20 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for troughs including cost of all
materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing,
placing in position,levelling, vibrating, finishing, curing etc., complete with initial
IRR-CCDW-2-27 239 lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super cum 6955.60
plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum)

If water is to be brought from other place add only lead charges @ 500 ltr /
cum.
Labour Component (including contractor's profit and Overheads) cum 1596.40

IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :

Sinking RCC wells vertically for foundation of piers and abutments in all
kinds of soil, sand and soft rock by approved well sinking method including
cost of all materials, machinery, labour, kent - ledge arrangements, disposal of
IRR-CCDW-3-1 240 excavated material as disposal of excavated material as directed etc., complete *Rm 3707.60
with lead upto 50 m for disposal of excavated material.(diameter of well
6.00m) (Data adopted from MORTH)

Labour Component (including contractor's profit and Overheads) *Rm 1603.10

for 3 to 10 meters for each running meter *Rm 5254.90
Labour Component (including contractor's profit and Overheads) *Rm 2098.10

Filling foundation wells with sand in layers of 25 to 30 cm and compacting

IRR-CCDW-3-2 241 by watering, ramming as directed including cost of all materials, machinery, cum 769.60
labour etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 101.50

IRR-CCDW-4 MASONRY WORKS :

31
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Providing and constructing un-coursed rubble stone masonry with approved
stones in CM 1 : 4 proportion for sub-structure portions of return walls /
abutments etc., including cost of all materials, machinery, labour, scaffolding,
IRR-CCDW-4-1 242 cum 2564.50
cleaning, packing cement mortar, wedging stone chips, curing etc., complete
with initial lead upto 50 m and all lifts.(Cement content: 143 kg / cum of
masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)
Labour Component (including contractor's profit and Overheads) cum 729.70

Providing and constructing un-coursed rubble stone masonry with approved

stones in CM 1 : 4 proportion for super-structure portions of return walls /
abutments etc., including cost of all materials, machinery, labour, scaffolding,
IRR-CCDW-4-2 243 cum 2626.50
cleaning, packing cement mortar, wedging stone chips, curing etc., complete
with initial lead upto 50 m and all lifts.(Cement content: 143 kg / cum of
masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)
Labour Component (including contractor's profit and Overheads) cum 747.90

Providing and constructing coursed rubble masonry second sort in CM 1:4

proportion with stones from approved source including cost of all materials,
machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone
IRR-CCDW-4-3 244 chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift cum 3056.20
upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum,
FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180
Nos, Header stones 25 x 25x 45 cm : 60 Nos)
Labour Component (including contractor's profit and Overheads) cum 841.10

Providing and constructing coursed rubble masonry first sort in CM 1:4

proportion with stones from approved source including cost of all materials,
machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone
IRR-CCDW-4-4 245 chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift cum 3185.50
upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum,
FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180
Nos, Header stones 25 x 25x 45 cm : 60 Nos)
Labour Component (including contractor's profit and Overheads) cum 970.40

Providing cement mortar pointing to coursed rubble face stone masonry in

CM 1 : 2 proportion by volume including raking and cleaning joints for 50 mm
IRR-CCDW-4-5 246 depth, pressing cement mortar into joints, cost of all materials, labour, sqm 127.00
scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all
lifts.
246 sqm 86.90

Providing cement mortar pointing to coursed rubble face stone masonry in

CM 1 : 3 proportion by volume including raking and cleaning joints for 50 mm
IRR-CCDW-4-6 247 depth, pressing cement mortar into joints, cost of all materials, labour, sqm 117.20
scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all
lifts.
Labour Component (including contractor's profit and Overheads) sqm 86.90

Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume

IRR-CCDW-4-7 248 including cost of all materials, machinery, labour, scaffolding, cleaning joints, sqm 180.00
smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 122.10

Providing 12 mm thick plastering in cement mortar 1:4 proportion by volume

IRR-CCDW-4-8 249 including cost of all materials, machinery, labour, scaffolding, cleaning joints, sqm 168.40
smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 122.10

Providing 20 mm thick plastering in cement mortar 1:3 proportion by volume

IRR-CCDW-4-9 250 including cost of all materials, machinery, labour, scaffolding, cleaning joints, sqm 259.80
smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 163.40

Providing 20 mm thick plastering in cement mortar 1:4 proportion by volume

IRR-CCDW-4-10 251 including cost of all materials, machinery, labour, scaffolding, cleaning joints, sqm 240.60
smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 163.40

IRR-CCDW-5 COPING & RAILING WORKS :

32
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping
set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion
IRR-CCDW-5-1 252 by volume including cost of all materials, machinery, labour, finishing, curing sqm 626.60
etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg /
sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)
Labour Component (including contractor's profit and Overheads) sqm 177.20

Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping
set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion
IRR-CCDW-5-2 253 by volume including cost of all materials, machinery, labour, finishing, curing sqm 773.20
etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg /
sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)
Labour Component (including contractor's profit and Overheads) sqm 323.80

Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping
set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion
IRR-CCDW-5-3 254 by volume including cost of all materials, machinery, labour, finishing, curing sqm 961.80
etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg /
sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)
Labour Component (including contractor's profit and Overheads) sqm 512.40

Providing and laying insitu M-15 ( 28 days cube compressive strength not less
than 15 N / sqmm ) grade cement concrete using 20 mm down size approved
clean, hard, graded aggregates for coping slab including cost of all materials,
IRR-CCDW-5-4 255 machinery, labour, formwork, cleaning surface, batching, mixing, placing in cum 6658.50
position, levelling, compacting, finishing, curing etc., complete with initial lead
upto 50 m and initial lift upto 3 m. (Cement content: 300 kg / cum with use of
super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--
65:35, FA : 0.45 cum)
Labour Component (including contractor's profit and Overheads) cum 1513.50

Providing and constructing protective railing consisting of in-situ railing posts

of size 15 x 15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre
to centre in M-20 grade concrete using 20 mm down size graded aggregates and
with each post reinforced by 4 Nos. of 8 mm dia main bars embedded in kerb
IRR-CCDW-5-5 256 Rm 1349.40
concrete for a depth of 40 cm and 5 Nos. of 6 mm dia. stirrups including fixing 3
rows of 40 mm dia. GI pipes with one coat of red oxide primer and two coats of
synthetic enamel paint, cost of all materials, machinery, labour, formwork,
finishing, curing etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Rm 169.10

IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-1 257 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 322.10
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 235.20

Laying and jointing 450 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-2 258 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 389.10
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 235.20

Laying and jointing 600 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-3 259 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 508.50
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 291.40

33
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Laying and jointing 700 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-4 260 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 568.40
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
32.1 kg / joint, FA : 0.031cum/joint, Hemp Yarn : 0.25kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 291.40

Laying and jointing 800 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-5 261 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 690.10
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
39.6 kg / joint, FA : 0.039cum/joint, Hemp Yarn : 0.31kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 347.70

Laying and jointing 900 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-6 262 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 733.60
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 347.70

Laying and jointing 1000 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-7 263 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 811.20
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 382.90

Laying and jointing 1100 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-8 264 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 874.20
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 382.90

Laying and jointing 1200 mm dia. NP- 2 class or IRC standard hume pipes in
CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes
IRR-CCDW-6-9 265 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, Joint 1034.90
curing etc., complete with initial lead upto 50 m and all lifts.(Cement content:
66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)
Labour Component (including contractor's profit and Overheads) Joint 460.10

IRR-CCDW-7 BACK FILLING & OTHER WORKS :

Providing rubble / boulder and sand filling behind abutment and return
IRR-CCDW-7-1 266 walls in layers including cost of all materials, machinery, labour, watering, cum 835.10
ramming etc., complete with initial lead upto 50 m and initial lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 205.60

Providing and filling murrum / gravely soil ( CNS soil ) for foundation or
around pipes including breaking clods, spreading in layers of 10 to 15 cm,
IRR-CCDW-7-2 267 cum 415.00
watering, compaction by earth masters to achieve density control of not less
than 95 percent etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 258.20

Providing and filling murum / gravely soil ( CNS soil ) for foundation or
above pipes including breaking clods, spreading in layers of 10 to 15 cm,
IRR-CCDW-7-3 268 cum 278.30
watering, compaction by power roller to achieve density control of not less
than 98 percent etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 103.50

Providing and fixing one line dressed 111x35x25 cm thick IRC standard
kilometre stone in cement concrete M-10 grade with 40 mm down size
aggregates including excavating pit of size 70x45x40 cm, embedding the stone
IRR-CCDW-7-4 269 by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved Each 1420.20
quality and colour to exposed surfaces and lettering as directed, cost of all
materials, labour, finishing, curing etc., complete with initial lead upto 50 m and
all lifts.

34
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Labour Component (including contractor's profit and Overheads) Each 443.10

Providing and fixing one line dressed 65x15x10 cm thick IRC standard
hectometre stone in cement concrete M-10 grade with 40 mm down size
aggregates including excavating pit of size 50x45x40 cm, embedding the stone
IRR-CCDW-7-5 270 by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved Each 1055.50
quality and colour to exposed surfaces and lettering as directed, cost of all
materials, labour, finishing, curing etc., complete with initial lead upto 50 m and
all lifts.
Labour Component (including contractor's profit and Overheads) Each 374.90

Chapter V
IRR-GAW GATES / HOISTS AND ALLIED WORKS

SPILLWAY RADIAL GATES

E.M Parts and anchorages
fabrication, supply, erection, testing and commissioning of embedded parts
for radial gate consists of sill beam, wall plates, anchor girders , yoke girders,
IRR-GAW-1-1 271 tie flats, trunnion supports etc., including cost of all materials, machinery, labour, tonne 145343.80
welding, finishing, with leads and lifts &all accessories
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under itemsinthis chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) tonne 43697.40

RADIAL GATES
fabrication, supply, erection, testing and commissioning of radial gate
consisting of skin plate, stiffeners, horizontal girders, radial arms, trunnion
assemblies, tie beam, pulley supports, bracings, rubber seals, clamps etc., with
all accessories for spillway/canals including cost of all materials, machinery,
IRR-GAW-1-2 272 labour, seal fixing etc., complete as per specifications and approved tonne 129684.80
drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under itemsinthis chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) tonne 33286.70

RADIAL GATES-ROPE DRUM HOISTS WITH HOIST BRIDGES

fabrication, supply, erection, testing and commissioning of electrically
operated rope drum hoist of adequate capacity consisting of base frames,
rope drums,connecting shaft, gear system, brake system, electric motor, wire
ropes, gate position indicator, manual operation arrangement etc., with all tonne
IRR-GAW-1-3 273 accessories for spillway radial gate including cost of all materials, machinery, 41988.00
capacity
labour,, greasing, providing hand railing and approach staircase with gate to
hoist platform, , complete as per specifications and approved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under itemsinthis chapter and add as applicable
separately)
tonne
2660.00
Labour Component (including contractor's profit and Overheads) capacity

RADIAL GATES
Walk way(cat walk)
Design, fabrication, supply, erection and commissioning of 1 metre wide
walkway connecting spillway piers / abutments at trunnion platform level
IRR-GAW-1-4 274 including cost of all materials, machinery, labour, cutting, etc., complete as per Rm 99181.90
specifications and approved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) Rm 31657.90

VERTICAL LIFT GATES-EM PARTS

Design, fabrication, supply, erection and commissioning of embedded parts
consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for
storage of stoplog elements etc., with all accessories for spillway stop log gates
IRR-GAW-2-1 275 and other vertical lift elements including cost of all materials, machinery, labour, tonne 160796.80
etc., complete as per specifications and approved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) tonne 51925.90

35
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
vertical lift gates and stop log gate elements ( SLIDING GATES)

Design, fabrication, supply, erection, testing and commissioning of vertical lift

gates and stoplog gate elements, consisting of skin plate, horizontal and
vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings,
guide shoes, rubber seals, clamps etc., with all accessories including cost of all
IRR-GAW-2-2 276 materials, machinery, labour, seal fixing etc.,complete as per specifications tonne 132071.40
and approved drawings

(without painting on sand-blasted or mechanical cleaning surfaces which are added

extra as perscedule of rates under items in this chapter and add as applicable
separately)2
Labour Component (including contractor's profit and Overheads) tonne 38393.90
STOP LOGS-automatic lifting beam
fabrication, supply, erection, testing and commissioning of automatic lifting
beam with all accessories for handling, lowering and lifting of spillway stop log
gate elements including cost of all materials, machinery, labour, cutting, aligning,
IRR-GAW-2-3 277 welding, finishing, etc., complete as per specifications and drawings with all tonne 113865.40
leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) tonne 19338.30

MOVING GANTRY CRANE-CLASS II

fabrication, supply, erection, testing and commissioning of adequate capacity
Class- II type moving gantry crane consisting of rail mounted gantry frame, top
platform with hand railing, long / cross travel arrangements, rope drums, gear
systems, electric motors, electro-magnetic brake system, cabin, control panel,
tonne
IRR-GAW-2-4 278 wire rope, ladder, motorised cable reeling drum etc., with all accessories for 231380.80
operating spillway stop log gate elements and river sluice / canal sluice capacity
emergency gates including cost of all materials, machinery, labour, etc.,
complete with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
tonne
19535.80
Labour Component (including contractor's profit and Overheads) capacity

RAIL TRACK FOR GANTRY CRANE

Design, fabrication, supply, erection and commissioning of rail track using 45
kg / m standard rails on spillway bridge for movement of gantry crane for
handling and operating spillway stoplog gate elements / river sluice / canal sluice
IRR-GAW-2-5 279 emergency gate including cost of all materials, machinery, labour, complete as Rm 7342.50
per specifications
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) Rm 479.80
VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTED
Design, fabrication, supply, erection, testing and commissioning of fixed wheel
type vertical lift service gate consisting of skin plate, vertical and horizontal
girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon
claded rubber seals etc., with all accessories for river sluice / canal sluice vent
IRR-GAW-2-6 280 including cost of all materials, machinery, labour,welding ,aligning finishing seal tonne 131393.50
fixing etc.with all leads and lifts, complete as per specifications and approved
drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) tonne 36338.10

VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER

OPERATED
Design, fabrication, supply, erection, testing and commissioning of adequate
capacity rope drum hoist consisting of hoist platform, rope drum, gear system,
electric motor, electro-magnetic brake system, hand operation assembly, control tonne
IRR-GAW-2-7 281 panel, wire rope, pulleys, ladder etc., with all accessories for operating river 70666.00
capacity
sluice / canal sluice service gate including cost of all materials, machinery,
labour, , complete as per specifications and drawings with all leads and lifts
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)

36
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
tonne
2538.00
Labour Component (including contractor's profit and Overheads) capacity

HOIST BRIDGE/ WITH TRESSELS

Design, fabrication, supply, erection and commissioning of structural steel
hoist bridge consisting of columns, beams, bracings, stiffeners, ties, chequered
plate covering, hand railing, ladder etc., with all accessories for supporting rope
IRR-GAW-2-8 282 drum hoist for operating barrage gates including cost of all materials, machinery, tonne 112880.70
labour, welding, finishing, etc., complete complete as per specifications and
drawings with all leads and lifts
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) tonne 32801.20

ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE GATES

Design, fabrication, supply, erection, testing and commissioning of adequate
capacity rope drum hoist consisting of rope drum, pulleys, gear system,
electric motor, electro-magnetic brake system, manual operation assembly,
position indicator, control panel, wire rope etc., with all accessories for operating tonne
IRR-GAW-2-9 283 vertical lift roller gates for barrage including cost of all materials, machinery, 34920.60
capacity
labour, cutting, bending, aligning, anchoring, welding, finishing etc., complete
with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
tonne
1075.80
Labour Component (including contractor's profit and Overheads) capacity

SCREW GEAR HOISTS INCLUDING PLATFORM ( UPTO 10 TON CAP)

Design, fabrication, supply, erection, testing and commissioning of adequate
capacity screw gear type hoist consisting of supporting structure, platform,
tonne
IRR-GAW-2-10 284 ladder etc., with all accessories for operating canal escape / regulator gate 33260.70
including cost of all materials, machinery, labour, cutting, bending, aligning, capacity
anchoring, welding,finishing etc.,complete with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
tonne
4866.10
Labour Component (including contractor's profit and Overheads) capacity

MANUAL OPERATED ROPE DRUM HOISTS

Design, fabrication, supply, erection, testing and commissioning of adequate
capacity manually operated rope drum hoist consisting of hoist platform, rope
drum, gear system, brake system, wire rope, ladder etc., with all accessories for tonne
IRR-GAW-2-11 285 operating canal regulator radial gate including cost of all materials, machinery, 74976.20
capacity
labour, welding, finishing, cleaning, ., complete with all leads and lifts
(without painting on sand-blasted or mechanical cleaning surfaces which are added
extra as per scedule of rates under items in this chapter and add as applicable
separately)
tonne
6515.10
Labour Component (including contractor's profit and Overheads) capacity

OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5

Tons Capacity (Small Gates)
As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad
Specification drawing for Krishna Delta System
IRR-GAW-2-12
New Item 2014- 286 Fabrication, supply, erection, testing and commissioning of Embedded parts Tonne 121623.80
consisting of supporting structure, platform etc. with all accessories for
15-2
operating canal escape/ regulator gate with all accessories including cost of all
materials, machinery, labour, cutting, bending, aligning, anchoring, welding,
finishing etc. complete as per Specification and approved drawings (without
painting on mechanical cleaning surfaces which are added extra as per schedule
of rates under items in this chapter and add as applicable separately)
Labour Component (including contractor's profit and Overheads) Tonne 24310.00

37
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates)

As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad
Specification drawing for Krishna Delta System
IRR-GAW-2-13
Fabrication, supply, erection, testing and commissioning of Embedded parts
New Item 2014- 287 Tonne 77152.00
consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all
15-3
accessories including cost of all materials, machinery, labour, etc. complete as
per specifications and approved drawings. (without painting on mechanical
cleaning surfaces which are added extra as per schedule of rates under items in
this chapter and add as applicable separately)
Labour Component (including contractor's profit and Overheads) Tonne 20340.30

OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates)

As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad
Specification drawing for Krishna Delta System
Fabrication, supply, erection, testing and commissioning of Sluice Shutters
IRR-GAW-2-14
New Item 2014- 288 consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, Tonne 192481.40
clamps with all accessories for sluice shutters including cost of all materials,
15-4
machinery, labour, seal fixing etc., complete as per specifications and approved
drawings (without painting on mechanical cleaning surfaces which are added
extra as per schedule of rates under items in this chapter and add as applicable
separately)
Labour Component (including contractor's profit and Overheads) Tonne 10291.50

IRR-GAW-3 SAND BLASTING AND PAINTING

Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh

IRR-GAW-3-1 289 metal surface for painting by sand blasting method as per specifications sqm 490.30
including cost of all materials, labour, machinery, scaffolding, etc., complete
with initial lead for sand upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 89.20

painting of embedded metal parts and all types of gates, stoplogs,etc, on

sand blasted surfaces with one coat of inorganic zinc silicate (airless spray
preferred)70+/- 5 and two super coats with a total thickness of 300 microns
(each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total
IRR-GAW-3-2 290 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads sqm 479.00
and all lifts

(Upstream surface of gates portion may be painted with solventless coaltar

epoxy brown paint instead of solventless coaltar black. The rate for
coaltar epoxy brown shall be adopted in data for Upstream side painting)
Labour Component (including contractor's profit and Overheads) sqm 192.90

painting of Lifting beams,cat walks and other similar structures-painting

hoist machinery, on sand blasted surfaces with two coats of zinc phosphate
IRR-GAW-3-3 291 sqm 346.60
primer (airless spray preferred) 40microns/coat and twocoats of alkyd based
micaccous iron oxide paint , 65 microns/coat cost of all materials, labour,
scaffolding etc., complete with all leads and all lifts
Labour Component (including contractor's profit and Overheads) sqm 148.00

HOISTS:STRUCTURAL COMPONENTS--
painting structurals on sand blasted surfaces with two coats of zinc
phosphate primer (airless spray preferred) 40microns/coat and one coat 65+/-
IRR-GAW-3-4 292 sqm 431.80
5 of alkyd based micaccous iron oxide paint followed by two coats of synthetic
enamel paint 25 microns/coat cost of all materials, labour, scaffolding etc.,
complete with all leads and all lifts
Labour Component (including contractor's profit and Overheads) sqm 192.90

HOISTS:machineryCOMPONENTS--
painting hoist machinery, on sand blasted surfaces with one coats of zinc
IRR-GAW-3-5 293 sqm 388.50
phosphate primer (airless spray preferred) 50microns/coat and three coats of
aluminium paint or synthetic enamel , 25 microns/coat cost of all materials,
labour, scaffolding etc., complete with all leads and all lifts
Labour Component (including contractor's profit and Overheads) sqm 192.90

IRR-GAW-4 PAINTING WITHOUT SAND BLASTING

38
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

E.M Parts OF ALL TYPES OF GATES

Surface cleaning of metal surfaces by chemical cleaners and then by hand and
power tool cleaners and removing dust. After cleaning,applying primary coat
with one coat of Protective Mastic to athickness of 70+5 microns ,followed by
IRR-GAW-4-1 294 sqm 567.40
finishing coats 2 coats with coal tar epoxy each coat with a DFT of 150+5
microns and total DFT of all coats including Primary coat should not be less than
350 microns with material, labour and all accessories with all leads and lifts

(in respect of Heavily rusted (30 to 40% rusted) surfaces)

Labour Component (including contractor's profit and Overheads) sqm 192.90

IRR-GAW-4-2 Deleted from the year 2014-15 onwards

HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc,

Surface cleaning of metal surfaces by chemical cleaners and then by hand and
power tool cleaners and removing dust. After cleaning,applying primary coat
with two coats of Zinc chromite red oxide primer , followed by finishing coats
IRR-GAW-4-3 295 3 coats with synthetic enamel paint with material, labour,and all accessories sqm 410.90
with all leads and lifts
where surface cleaning by sand blasting is not feasible and based on specific
recommendations of designers, it is to adopt surface preperation done
manually by hand and power tool after cleaning by chemical treatment to
remove grease, rust, scaling etc., and to form phasphate coating to prevent
further rusting, before applying primer painting.
Labour Component (including contractor's profit and Overheads) sqm 192.90

WALK WAYS( CAT WALKS), LIFTING BEAMS,etc,

Surface cleaning of metal surfaces by chemical cleaners and then by hand and
power tool cleaners and removing dust. After cleaning,applying primary coat
IRR-GAW-4-4 296 sqm 474.30
with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed
by finishing coats 2 coats with coal tar epoxy with material, labour, and all
accessories with all leads and lifts
Labour Component (including contractor's profit and Overheads) sqm 130.10

Chapter VI
IRR-PMW PRELIMINARY AND MAINTENANCE WORKS

IRR-PMW-1 JUNGLE CLEARANCE :

Clearing thin jungle growth ( more than 50 percent open space ) including
IRR-PMW-1-1 297 bushes upto 30 cm / parthenium and other weeds including burning or sqm 1.30
disposing off the same as directed etc., complete.
Labour Component (including contractor's profit and Overheads) sqm 1.20

Clearing thick jungle growth ( less than 50 percent open space ) including
IRR-PMW-1-2 298 bushes upto 30 cm / parthenium and other weeds including burning or sqm 2.00
disposing off the same as directed etc., complete.
Labour Component (including contractor's profit and Overheads) sqm 2.00

Removing stumps, tree roots, roots of bamboo clusters etc., upto 1.50 m girth
IRR-PMW-1-3 299 including excavation, stacking the materials neatly and levelling the surface etc., Each 45.40
complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 45.40

Removing stumps, tree roots, roots of bamboo cluster etc., with girth above
IRR-PMW-1-4 300 1.50 m and upto 3.0 m including excavation, stacking the materials neatly and Each 102.30
levelling the area etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 102.30

Removing stumps, tree roots, roots of bamboo cluster etc., with girth above
IRR-PMW-1-5 301 3.0 m and upto 5.0 m including excavation, stacking the materials neatly and Each 327.20
levelling the area etc., complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 327.20

Additional rate for every 0.5 m increase in girth of tree stump/stumps of

IRR-PMW-1-6 302 Each 58.30
bamboo cluster beyond 5 m
Labour Component (including contractor's profit and Overheads) Each 58.30

Cutting and stacking bamboos excluding removing stumps and roots etc.,
IRR-PMW-1-7 303 Each 13.30
complete with initial lead upto 50 m and all lifts.

39
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Labour Component (including contractor's profit and Overheads) Each 13.30

Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal
IRR-PMW-1-8 304 of stumps and including burning or disposing off the materials as directed with Each 12.80
initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 12.80

Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m girth
IRR-PMW-1-9 305 excluding removal of stumps and including burning or disposing off the materials Each 25.70
as directed with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 25.70

Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps
IRR-PMW-1-10 306 and including stacking the materials neatly as directed with initial lead upto 50 Each 86.60
m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 83.60

Cutting trees above 0.6 m and upto 1.2 m girth excluding removal of stumps
IRR-PMW-1-11 307 and including stacking the materials neatly as directed with initial lead upto 50 Each 303.20
m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 292.60

Cutting trees above 1.2 m and upto 1.8 m girth excluding removal of stumps
IRR-PMW-1-12 308 and including stacking the materials neatly as directed with initial lead upto 50 Each 606.40
m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 585.10

Cutting trees above 1.8 m and upto 2.4 m girth excluding removal of stumps
IRR-PMW-1-13 309 and including stacking the materials neatly as directed with initial lead upto 50 Each 1212.80
m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 1170.20

Cutting trees above 2.4 m and upto 3.0 m girth excluding removal of stumps
IRR-PMW-1-14 310 and including stacking the materials neatly as directed with initial lead upto 50 Each 1959.90
m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 1874.60

For every 0.5 m increase in girth of tree beyond 3 m add

IRR-PMW-1-15 311 Each 687.40
Additional rate for cutting tree for every 0.5 m increase in girth of tree beyond 3
m.
Labour Component (including contractor's profit and Overheads) Each 661.80

Cutting and burning or disposing off Apu / Jondu from marshy areas as
IRR-PMW-1-16 312 sqm 4.70
directed with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 4.70

IRR-PMW-2 PRELIMINARY WORKS :

Earthwork excavation for trial pits / borrow pits and other investigation works
IRR-PMW-2-1 313 in all kinds of soil including boulders upto 30 cm dia and disposing off cum 234.00
excavated soil as directed with lead upto 10 m and lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 234.00

Earthwork excavation for trial pits / borrow pits and other investigation works
IRR-PMW-2-2 314 in soft rock including disposing off the excavated rock as directed with lead cum 328.90
upto 10 m and lift upto 3 m.
Labour Component (including contractor's profit and Overheads) cum 328.90

Conducting geophysical investigation studies by electrical resistivity

method in stages of 5m for sub-surface details such as depth of formations,
shear zones, classification of strata, depth of water table etc., including cost of
IRR-PMW-2-3 315 stage 292.00
all materials, equipments, labour, analysing and reporting the details of field
studies conducted etc., complete excluding cost of transportation
arrangements.
Labour Component (including contractor's profit and Overheads) stage 232.30

40
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or
inclined upto 10 degrees to vertical as directed including cost of all materials,
machinery, labour, water charges, reaming, collection of wash samples at
suitable intervals, logging and lebelling, supplying honne wood core box, fixing
casing pipes ( excluding cost of casing pipes ) etc., complete for depth
IRR-PMW-2-4 316 upto 30 m from surface. Rm 1173.70

1. For driiling through over-burden beyond 30 m from surface increase the rate
per Rm by 10 percent.
2. For providing HDPE or light black MS casing pipe add the cost of pipe per
Rm.
Labour Component (including contractor's profit and Overheads) Rm 413.70

Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit
vertical / inclined upto 10 degree to vertical as directed including cost of all
materials, machinery, labour, water charges, collection of core samples, logging
and lebelling, supplying honne wood core box and redrilling in case of collapse of
IRR-PMW-2-5 317 sides etc., complete for depth upto 30 m from surface. Rm 5976.10

1. For driiling in hard rock beyond 30 m upto 60 m from surface increase the rate
per Rm by 25 percent.
2. For driiling in hard rock beyond 60 m upto 90 m from surface increase the rate
per Rm by 40 percent.
Labour Component (including contractor's profit and Overheads) Rm 1666.10

Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard
Rock) including Masonry/CC (where drilling is not possible by casing
shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as
IRR-PMW-2-5-A directed including cost of all materials, machinery, labour, water charges, and
(New Item 2014- 318 redrilling in case of collapse of sides etc., complete for depth upto 30 m from Rm 3808.20
15)-5 surface for Primary and Secondary Holes

1. For drilling in all types of rocks (other than hard rock) including masonry/CC
beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent.
2. For drilling in all types of rocks (other than hard rock) including masonry/CC
beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.
Labour Component (including contractor's profit and Overheads) Rm 994.10

Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard
Rock) including Masonry/CC (where drilling is not possible by casing
shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as
directed including cost of all materials, machinery, labour, water charges,
IRR-PMW-2-5-B
(New Item 2014- 319 collection of core samples, logging and lebelling, supplying honne wood core box Rm 4628.70
and redrilling in case of collapse of sides etc., complete for depth upto 30 m
15)-6
from surface for Test Holes

1. For drilling in all types of rocks (other than hard rock) including masonry/CC
beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent.
2. For drilling in all types of rocks (other than hard rock) including masonry/CC
beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.
Labour Component (including contractor's profit and Overheads) Rm 994.60

Drilling 47 mm (BX )dia core hole in hard rock using diamond core bit vertical
/ inclined upto 10 degree to vertical as directed including cost of all materials,
machinery, labour, water charges,collection of core samples,logging, lebelling,
supplying honne wood core box and redrilling in case of collapse of sides etc.,
IRR-PMW-2-6 320 complete for depth upto 30 m from surface. Rm 5815.50

1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the rate
per Rm by 25 percent.
2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the rate
per Rm by 40 percent.
Labour Component (including contractor's profit and Overheads) Rm 1666.10

41
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard
Rock) including Masonry/CC (where drilling is not possible by casing shoe)
IRR-PMW-2-6-A using diamond core bit vertical / inclined upto 10 degree to vertical as directed
(New Item 2014- 321 including cost of all materials, machinery, labour, water charges, and redrilling Rm 3580.30
15)-7 in case of collapse of sides etc., complete for depth upto 30 m

1. For drilling in all types of rocks (other than hard rock) including masonry/CC
beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent.
2. For drilling in all types of rocks (other than hard rock) including masonry/CC
beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.
Labour Component (including contractor's profit and Overheads) Rm 994.10

Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary /

IRR-PMW-2-7 322 demarcation / chainage / arrow stones including cost of all materials, labour, Each 143.50
engraving marks, fixing in position, murum filling etc., complete with lead upto
50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 110.10

Providing and fixing 20 x 20 x 75 cm size temporary bench mark stone in CC 1

: 4 : 8 using 40 mm down size graded coarse aggregate including cost of all
IRR-PMW-2-8 323 Each 498.00
materials, labour, dressing top surface, engraving BM data etc.,complete with
lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) Each 327.80
NOTE: For providing 30 cm thick compacted murum bed in B.C soil area including additional
excavation for thickness of murum bedding add per Each 4.00

Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC

1 :3 : 6 block of size 90 x 90 x 120 cm using 40 mm down size graded coarse
IRR-PMW-2-9 324 aggregate and providing 35 cm thick 30 cm high UCR masonry in CM 1 : 5 Each 6526.60
proportion protective wall alround the BM stone, including cost of all materials,
labour, dressing top surface of stone, engraving BM data
Labour Component (including contractor's profit and Overheads) Each 2871.60

IRR-PMW-3 MAINTENANCE WORKS :

Removing dry stone rock-toe / rivetment and filter layers below rock-toe/
IRR-PMW-3-1 325 rivetment including stacking all materials separately as directed with initial cum 189.40
lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 189.40

Re-constructing 60 cm thick hand packed rough stone revetment with

through stones at 1.5 m c / c over a backing of 45 cm thick graded filter media
consisting of sand, 10 mm and 40 mm size graded aggregates satisfying filter
IRR-PMW-3-2 326 criteria laid in layers of 15 cm thick each using sand from approved quarry and sqm 239.10
stones and filter aggregates obtained from revetment removed for re-
construction including cost of all machinery, labour, laying filter and stones to
specified slopes, wedging with chips, finishing etc. complete with initial lead
upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 141.80

Re-constructing dry rubble rock-toe and filter media for rock-toe consisting
of sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in
layers of 15 cm thick each using sand from approved quarry and stones and filter
IRR-PMW-3-3 327 cum 265.40
aggregates obtained from rock-toe removed for re-construction including cost of
all machinery, labour, laying filter and stones to specified slopes, wedging with
chips, finishing etc. complete with initial lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) cum 203.00

Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCC /

IRR-PMW-3-4 328 Other types of slab lining set in CM 1 : 3 including flush cement mortar sqm 58.40
pointing in CM 1 : 3 with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads) sqm 49.40

Removing and resetting disturbed dry rubble / khandki stone pitching 25 to

IRR-PMW-3-5 329 45 cm thick including packing, wedging, finishing etc., complete with all leads sqm 50.90
and lifts.
Labour Component (including contractor's profit and Overheads) sqm 50.90

Removing and refixing disturbed chainage / demarcation / hectometre /

IRR-PMW-3-6 330 guard stones including excavation, back filling etc., complete with all leads and Each 64.40
lifts.
Labour Component (including contractor's profit and Overheads) Each 64.40

42
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6

Removing and refixing disturbed km stone / sign board / hecto-metre stone

etc., including excavation, back filling with available stuff after refixing, forming
IRR-PMW-3-7 331 Each 144.90
base platform of size 90 x 90 x 7.5 cm including watering, ramming etc complete
with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Each 144.90

Providing impervious hearting for breached / damaged portion of

embankment with soil from approved borrow areas in layers of 10 to 15 cm
before compaction including cost of all materials, machinery, labour, all
IRR-PMW-3-8 332 operations such as collection of soil, sorting out, spreading soil to specified cum 184.20
thickness, breaking clods, sectioning, watering, compacting each layer to density
control of not less than 98 percent or as stipulated by rolling or by using
mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 29.90

Providing pervious/semi-pervious casing for breached / damaged portion

of embankment with soil from approved borrow areas in layers of 10 to 15 cm
before compaction including cost of all materials, machinery, labour, all
IRR-PMW-3-9 333 operations such as collection of soil, sorting out, spreading soil to specified cum 210.80
thickness, breaking clods, sectioning, watering, compacting each layer to density
control of not less than 98 percent or as stipulated by rolling or by using
mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 35.70

Providing impervious hearting for breached / damaged portion of

embankment with soil from approved dump areas in layers of 10 to 15 cm
before compaction including cost of all materials, machinery, labour, all
IRR-PMW-3-10 334 operations such as collection of soil,sorting out, spreading soil to specified cum 167.40
thickness, breaking clods, sectioning, watering, compacting each layer to density
control of not less than 98 percent or as stipulated by rolling or by using
mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 28.50

Providing pervious /semi-pervious casing for breached /damaged portion of

embankment with soil from approved dump areas in layers of 10 to 15 cm
before compaction including cost of all materials, machinery, labour, all
IRR-PMW-3-11 335 operations such as collection of soil, sorting out, spreading soil to specified cum 190.80
thickness, breaking clods, sectioning, watering, compacting each layer to density
control of not less than 98 percent or as stipulated by rolling or by using
mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 33.70

Repairing rain cuts / resectioning canal slopes to required lines and grades
IRR-PMW-3-12 336 as directed using available soil including dressing, clod breaking, packing, sqm 3.30
tamping etc., complete with all leads and lifts.
Labour Component (including contractor's profit and Overheads) sqm 3.30

Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing

/ brushing including chiselling and removing leached lime deposit and disposing
IRR-PMW-3-13 337 Rm 36.90
off all the waste material out side adits in specified location etc., complete with
all leads and lifts.
Labour Component (including contractor's profit and Overheads) Rm 29.50

Cleaning dam parapet inner face and top using oxalic acid and water by
IRR-PMW-3-14 338 scrubbing / brushing and washing to remove all surface coatings etc., complete Rm 33.00
.
Labour Component (including contractor's profit and Overheads) Rm 21.10

IRR-PMW-3-15 Deleted from the year 2014-15 onwards

IRR-PMW-3-16 Deleted from the year 2014-15 onwards

IRR-PMW-3-17 Deleted from the year 2014-15 onwards

IRR-PMW-3-18 Deleted from the year 2014-15 onwards

IRR-PMW-3-19 Deleted from the year 2014-15 onwards

43
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
Excavation and removal of silt and silt mixed with sand from canal bed in
dry condition including disposing off the same in spoil bank or on the canal
IRR-PMW-3-20 339 cum 140.90
embankment in layers as directed etc., complete with initial lead upto 50 m and
all lifts.
Labour Component (including contractor's profit and Overheads) cum 140.90

Excavation and removal of silt or silt mixed with sand in slussy condition
IRR-PMW-3-21 340 from canal bed including disposing off the same in spoil bank or on the canal cum 176.10
embankment in layers as directed etc., complete with initial lead upto 50 m and
all lifts.
Labour Component (including contractor's profit and Overheads) cum 176.10

Providing homogeneous embankment using soil from approved borrow area

IRR-PMW-3-22
in layers of 25 to 30 cm before compaction including cost of all materials,
(new Item5 2010-
341 machinery, labour, all operations such as excavation, sorting out, transportation, cum 94.70
11) (for Minor
spreading soil in layer of specified thickness, breaking clods,
Works)
sectioning,etc.,complete with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 14.10

Providing homogeneous embankment using soil from approved borrow area

IRR-PMW-3-23
in layers of 25 to 30 cm before compaction including cost of all materials,
(new Item6 2010-
342 machinery, labour, all operations such as watering, compactingto density control cum 45.60
11) (for Minor
of not less than 95 percent or as stipulated using 8T roller etc., complete
Works)
with initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) 6.80

Providing homogeneous embankment using soil from approved borrow area

IRR-PMW-3-24 in layers of 25 to 30 cm before compaction including cost of all materials,
(new Item7 2010- 343 machinery, labour, all operations such as compactingto density control of not cum 6.10
11) less than 90 percent or as stipulated using 2T roller etc., complete with
initial lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads) cum 1.10

(New Item 2012-

Weed Removal by Manual Means
13-3)
IRR-PMW-3-
344 Sqm 5.70
25(a) Removal of Water Hyacinth up to 30 cm thick
IRR-PMW-3-
345 Sqm 7.80
25(b) Removal of Water Hyacinth beyond 30 cm thick
IRR-PMW-3-25(
346 Sqm 5.30
c) Clearing Alchi Tilla
IRR-PMW-3-
347 Sqm 4.40
25(d) Removal of Jammu
IRR-PMW-3-
348 Sqm 5.30
25(e) Removal of Imponea, Cornea
IRR-PMW-3-
25(f)
349 Sqm 1.70
(new Item 2012-
13-6) Removal of Natchu, goobi, thooti, etc.

PAINTING OF SLUICES FOR MAINTENANCE WORKS

Surface cleaning of metal surfaces by chemical cleaners and then by hand and
IRR-PMW-3-26
power tool cleaners and removing dust. After cleaniong, applying primary coat
New Item 2014- 350 Sqm 408.60
with one coat of Zinc rich epoxy primer to a thickness of 100 microns, followed
15-8
by finishing coats 2 coats with Coal tar epoxy with material, labour, and all
accessories with all leads and lifts.
Labour Component (including contractor's profit and Overheads) Sqm 154.52

COM-MWRK New extra items-- common item for all earth works using only manual labour for all other works
without involving contractors

(Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for
foundations of canal cross drainage and other appurtenant structures and
placing excavated stuff neatly in specified dump area or disposing off the same
COM-MWRK-1 351 cum 103.30
as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m.
(WIthout involving the contractors for specified works )
With 3 Cum per day output

44
 Abstract of work items_UNit Rates for the year 2014-15

Itemwise unit rate

Chapterwise
S.NO Item description Unit Rate for Labour
item No.
Component
1 2 3 4 5 6
(Manual)Excavation in all kinds of soil/HDR including boulders upto 0.30 m
dia. for foundations of canal cross drainage and other appurtenant structures
and placing excavated stuff neatly in specified dump area or disposing off the
COM-MWRK-2 352 cum 124
same as directed etc., complete with initial lead upto 10 m and initial lift upto
1.5 m. (WIthout involving the contractors for specified works )
With 2.5 Cum per day output

(Manual)Excavation in soft rock (including F&F rock) without blasting,

including boulders upto 0.30 m dia. for foundations of canal cross drainage and
other appurtenant structures and placing excavated stuff neatly in specified
COM-MWRK-3 353 dump area or disposing off the same as directed etc., complete with initial lead cum 233.10
upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for
specified works )
Soft rock 1.33 Cum/Day

(Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for

foundations of canal cross drainage and other appurtenant structures and
placing excavated stuff neatly in specified dump area or disposing off the same
COM-MWRK-4 354 cum 462.70
as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m.
(WIthout involving the contractors for specified works )
Hard rock 0.67Cum/ day

45
 Dam and Allied Works - Item Unit Rates 2014-15

Chapter - I

DAM AND ALLIED WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR :2015-16

Index- code
IRR-DAW DAM AND ALLIED WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead Charges

Seigniorage Charges:
1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.
2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself)
3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges
to the data in the estimate

Additional Lead and Lift Charges:

1. Unless otherwise specified the basic rates are inclusive of all lifts.
2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added
as follows:
Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges
included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item.
In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again
Example:
Total lead for sand from approved sand quarry : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges for 5 km Rs. 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 km /cum Rs. 208.60
Less 1 km initial lead charges /cum Rs. 31.30 (-)
Net additional lead charges / cum Rs. 177.30

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows:
Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total
lead charges. No loading and unloading charges shall be allowed for any item. (same as above)
Example:
Total lead for earth from approved borrow area : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges for 5 km Rs. 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 km /cum Rs. 208.60
Less 1 km initial lead charges /cum Rs. 31.30 (-)
Net additional lead charges / cum Rs. 177.30

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the
lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges

DAW - Work Items

IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS:

IRR-DAW-1-1 Excavation for foundation in all kinds of soil including boulders upto
0.30 m diameter for dam, spillway, intake structure and other appurtenant
works and placing the excavated soil neatly in dump area or disposing off
the same as directed etc., complete with initial lead upto 1 km
and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT
880 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Dumpers 5 cum capacity 6 Nos Hour 48.00 580.70 27873.60

48
 Dam and Allied Works - Item Unit Rates 2014-15

Fuel / Energy charges Hour 48.00 409.60 19660.80

3 Tipper 5 cum capacity 1 No Hour 8.00 446.70 3573.60
Fuel / Energy charges Hour 8.00 307.20 2457.60
Total hire charges of Machinery Rs: 74369.60

C. LABOUR:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Dumper Hour 48.00 212.20 10185.60
3 Crew for Tipper Hour 8.00 165.80 1326.40
4 work inspector Day 1.00 400.00 400.00
5 mazdoor Day 16.00 310.00 4960.00
Total cost of Labour Rs: 18640.00
labour component/unit qty 21.20
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 24.10

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 74369.60
C. Cost of Labour Rs: 18640.00
Total Rs: 93009.60
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12663.26
Total cost for 880.00 cum Rs: 105672.86
Rate per cum (A+B+C+D)/880 Rs: 120.10

IRR-DAW-1-2 Excavation for foundation in ordinary rock (including HDR) without blasting including
boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and
other appurtenant works and placing the excavated material neatly in dump
area or disposing off the same as directed etc., complete with initial lead
upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT :
520 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Dumpers 5 cum capacity( 4 Nos) Hour 32.00 580.70 18582.40
Fuel / Energy charges Hour 32.00 409.60 13107.20
3 Tipper 5 cum capacity( 1 No) Hour 8.00 446.70 3573.60
Fuel / Energy charges Hour 8.00 307.20 2457.60
Total hire charges of Machinery Rs: 58524.80

C. LABOUR:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Dumper Hour 32.00 212.20 6790.40
3 Crew for Tipper Hour 8.00 165.80 1326.40
4 work inspector Day 1.00 400.00 400.00
5 Crowbarman Day 2.50 370.00 925.00
6 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs. 14309.80
labour component/unit qty 27.50
Add contractor's profit and overhead charges 13.615% 3.70
labour component/unit qty (including contractor's profit) 31.20

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 58524.80
C. Cost of Labour Rs: 14309.80
Total Rs: 72834.60
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9916.43
Total cost for 520.00 cum Rs: 82751.03
Rate per cum (A+B+C+D)/520 Rs: 159.10

49
 Dam and Allied Works - Item Unit Rates 2014-15

IRR-DAW-1-3 Excavation for foundation in hard rock (including F&F rock) requiring blasting including
boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure
and other appurtenant works and placing the excavated material neatly in
dump area or disposing off the same as directed etc., complete with initial
lead upto 1 km and all lifts.
DATA: RATE ANALYSIS
A. MATERIALS: UNIT :
520.00 cum.
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of 1.5 m drill rod Rm 216.00 20.75 4482.00
Reconditioning charges @ 10% 448.20
2 Use rate of air hose 4 Nos. Hour 26.00 11.56 300.63
3 Explosive small dia kg 104.00 70.00 7280.00
4 Electric detonators Nos 154.00 13.00 2002.00
5 Fuse coil Rm 320.00 11.00 3520.00
6 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs. 18132.83

B. MACHINERY:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Dumpers 5 cum capacity 4 Nos. Hour 32.00 580.70 18582.40
Fuel / Energy charges Hour 32.00 409.60 13107.20
3 Tipper 5 cum capacity 1 No Hour 8.00 446.70 3573.60
Fuel / Energy charges Hour 8.00 307.20 2457.60
4 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 13.00 170.80 2220.40
Fuel / Energy charges Hour 13.00 433.10 5630.30
5 Jack hammers 4 Nos. Hour 26.00 19.80 514.80
Fuel / Energy charges Hour 26.00 0.00 0.00
Total hire charges of Machinery Rs: 66890.30

C. LABOUR:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Dumper Hour 32.00 212.20 6790.40
3 Crew for Tipper Hour 8.00 165.80 1326.40
4 Crew for Air compressor Hour 13.00 153.10 1990.30
5 Crew for Jack hammer Hour 26.00 306.20 7961.20
6 work inspector Day 1.00 400.00 400.00
7 Blaster Day 1.00 480.00 480.00
8 Helper blaster Day 1.00 370.00 370.00
9 Crowbarman Day 2.50 370.00 925.00
10 Stone breaker Day 1.00 370.00 370.00
11 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs. 25481.30
labour component/unit qty 49.00
Add contractor's profit and overhead charges 13.615% 6.70
labour component/unit qty (including contractor's profit) 55.70

ABSTRACT:
A. Cost of Materials Rs: 18132.83
B. Hire charges of Machinery Rs: 66890.30
C. Cost of Labour Rs: 25481.30
Total Rs: 110504.43
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 15045.18
Total cost for 520.00 cum. Rs: 125549.61
Rate per cum. (A+B+C+D)/520 Rs: 241.40

IRR-DAW-1-3A
New Item 2015-16-1 Excavation for foundation in hard rock (including F&F rock) including
boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements
for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated
material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads

DATA: RATE ANALYSIS

A. MATERIALS: UNIT :
520.00 cum.
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of 1.5 m drill rod Rm 216.00 20.75 4482.00
Reconditioning charges @ 10% 448.20

50
 Dam and Allied Works - Item Unit Rates 2014-15

2 Use rate of air hose 4 Nos. Hour 26.00 11.56 300.63

3 Use rate of chain link wire mesh Sq m 500.00 67.38 33687.50
4 Use rate of Sand Bags Nos. 190.00 81.70 15523.00
3 Explosive small dia kg 104.00 70.00 7280.00
4 Electric delay detonators Nos 154.00 23.00 3542.00
5 Fuse coil Rm 320.00 11.00 3520.00
6 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs. 68883.33

B. MACHINERY:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Angle dozer 90 hp Hour 1.00 1715.50 1715.50
Fuel / Energy charges Hour 1.00 625.30 625.30
3 Dumpers 5 cum capacity 4 Nos. Hour 32.00 580.70 18582.40
Fuel / Energy charges Hour 32.00 409.60 13107.20
4 Tipper 5 cum capacity 1 No Hour 8.00 446.70 3573.60
Fuel / Energy charges Hour 8.00 307.20 2457.60
5 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 13.00 170.80 2220.40
Fuel / Energy charges Hour 13.00 433.10 5630.30
6 Jack hammers 4 Nos. Hour 26.00 19.80 514.80
Fuel / Energy charges Hour 26.00 0.00 0.00
Total hire charges of Machinery Rs: 69231.10

C. LABOUR:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Angle dozer Hour 1.00 221.00 221.00
3 Crew for Dumper Hour 32.00 212.20 6790.40
4 Crew for Tipper Hour 8.00 165.80 1326.40
5 Crew for Air compressor Hour 13.00 153.10 1990.30
6 Crew for Jack hammer Hour 26.00 306.20 7961.20
7 work inspector Day 3.00 400.00 1200.00
8 Blaster Day 1.50 480.00 720.00
9 Helper blaster Day 2.00 370.00 740.00
10 Crowbarman Day 2.50 370.00 925.00
11 Stone breaker Day 2.00 370.00 740.00
12 mazdoor Day 18.00 310.00 5580.00
Total cost of Labour Rs. 29962.30
labour component/unit qty 57.60
Add contractor's profit and overhead charges 13.615% 7.80
labour component/unit qty (including contractor's profit) 65.40

ABSTRACT:
A. Cost of Materials Rs: 68883.33
B. Hire charges of Machinery Rs: 69231.10
C. Cost of Labour Rs: 29962.30
Total Rs: 168076.73
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 22883.65
Total cost for 520.00 cum. Rs: 190960.38
Rate per cum. (A+B+C+D)/520 Rs: 367.20

IRR-DAW-1-4 Excavation for foundation in hard rock of all toughness by blasting

(a) including boulders above 1.2 m dia. for dam, spillway, intake structure and
other appurtenant works and placing the excavated rock neatly in dump area
or stack yard including levelling as directed etc., complete with
initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT
A. MATERIALS: 320.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of drill rod 1.5 m long Rm 310.00 27.67 8576.67
Reconditioning charges @ 10% 857.67
2 Use rate of air hose 4 Nos. Hour 48.00 11.56 555.00
3 Explosive small dia kg 95.00 70.00 6650.00
4 Ordinary detonators Nos 10.00 7.00 70.00
5 Electric detonators Nos 333.00 13.00 4329.00
6 Fuse coil Rm 450.00 11.00 4950.00
7 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 26088.34

51
 Dam and Allied Works - Item Unit Rates 2014-15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Dumpers 5 cum capacity 3 Nos. Hour 24.00 580.70 13936.80
Fuel / Energy charges Hour 24.00 409.60 9830.40
3 Tipper 5 cum capacity 1 No Hour 4.00 446.70 1786.80
Fuel / Energy charges Hour 4.00 307.20 1228.80
4 Angle dozer 90 hp Hour 1.00 1715.50 1715.50
Fuel / Energy charges Hour 1.00 625.30 625.30
5 Air compressor 8.5 cmm (ele) 2 Nos. Hour 24.00 170.80 4099.20
Fuel / Energy charges Hour 24.00 433.10 10394.40
6 Jack hammers 4 Nos. Hour 48.00 19.80 950.40
Fuel / Energy charges Hour 48.00 0.00 0.00
Total hire charges of Machinery Rs. 65371.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Dumper Hour 24.00 212.20 5092.80
3 Crew for Tipper Hour 4.00 165.80 663.20
4 Crew for Dozer Hour 1.00 221.00 221.00
5 Crew for Air compressor Hour 24.00 153.10 3674.40
6 Crew for Jack hammer Hour 48.00 306.20 14697.60
7 work inspector Day 1.00 400.00 400.00
8 Blaster Day 1.00 480.00 480.00
9 Helper blaster Day 1.00 370.00 370.00
10 Crowbarman Day 1.00 370.00 370.00
11 Stone breaker Day 2.00 370.00 740.00
12 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs. 30337.00
labour component/unit qty 94.80
Add contractor's profit and overhead charges 13.615% 12.90
labour component/unit qty (including contractor's profit) 107.70

ABSTRACT:
A. Cost of Materials Rs: 26088.34
B. Hire charges of Machinery Rs: 65371.60
C. Cost of Labour Rs: 30337.00
Total Rs: 121796.94
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 16582.65
Total cost for 320.00 cum Rs: 138379.59
Rate per cum (A+B+C+D)/320 Rs: 432.40

IRR-DAW-1-5 Excavation for foundation in hard rock of all toughness including boulders
(b) above 1.2 m dia. by controlled blasting method and controlling fly-rock
by muffling arrangements for dam, spillway, intake structure and other
appurtenant structures etc., including placing and levelling the excavated
rock neatly in dump area or other place as directed etc., complete with
lead upto upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 480.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of drill rod 1.5 m length Rm 464.00 27.67 12837.33
Reconditioning charges @ 10% 1283.73
2 Use rate of 50 m air hose 4 Nos. Hour 70.00 11.56 809.38
3 Use rate of chain link wire mesh sqm 715.00 67.38 48173.13
4 Use rate of sand bag Nos 580.00 81.70 47386.00
5 Explosive small dia. kg 149.00 70.00 10430.00
6 Ordinary detonators Nos 23.00 7.00 161.00
7 Electric delay detonators Nos 500.00 23.00 11500.00
8 Fuse coil Rm 700.00 11.00 7700.00
9 Sundries LS 10.00 20.00 200.00
Total cost of Materials Rs: 140480.57

B. MACHINERY:
Sl No Unit Quantity Rate Amount
Particulars in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 12.00 1706.60 20479.20
Fuel / Energy charges Hour 12.00 893.90 10726.80
2 Angle dozer 90 hp Hour 2.00 1715.50 3431.00
Fuel / Energy charges Hour 2.00 625.30 1250.60
3 Dumpers 5 cum capacity 3 Nos. Hour 36.00 580.70 20905.20

52
 Dam and Allied Works - Item Unit Rates 2014-15

Fuel / Energy charges Hour 36.00 409.60 14745.60

4 Tipper 5 cum capacity 1 No Hour 4.00 446.70 1786.80
Fuel / Energy charges Hour 4.00 307.20 1228.80
5 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 35.00 170.80 5978.00
Fuel / Energy charges Hour 35.00 433.10 15158.50
6 Jack hammers 4 Nos. Hour 70.00 19.80 1386.00
Fuel / Energy charges Hour 70.00 0.00 0.00
Total hire charges of Machinery Rs: 97076.50
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Shovel Hour 12.00 221.00 2652.00
2 Crew for Angle dozer Hour 2.00 221.00 442.00
3 Crew for Dumper Hour 36.00 212.20 7639.20
4 Crew for Tipper Hour 4.00 165.80 663.20
5 Crew for Air compressor Hour 35.00 153.10 5358.50
6 Crew for Jack hammer Hour 70.00 306.20 21434.00
7 work inspector Day 4.50 400.00 1800.00
8 Blaster Day 1.50 480.00 720.00
9 Helper blaster Day 3.00 370.00 1110.00
10 Crowbarman Day 2.50 370.00 925.00
11 Stone breaker Day 2.50 370.00 925.00
13 mazdoor Day 20.00 310.00 6200.00
Total cost of Labour Rs. 49868.90
labour component/unit qty 103.90
Add contractor's profit and overhead charges 13.615% 14.10
labour component/unit qty (including contractor's profit) 118.00

ABSTRACT:
A. Cost of Materials Rs: 140480.57
B. Hire charges of Machinery Rs: 97076.50
C. Cost of Labour Rs: 49868.90
Total Rs: 287425.97
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 39133.05
Total cost for 480.00 cum Rs: 326559.02
Rate per cum (A+B+C+D)/480 Rs: 680.30

IRR-DAW-1-6 Excavation for foundation in hard rock of all toughness including boulders
( c) above 1.2 m dia. by line drilling and smooth blasting and controlling
fly-rock by muffling arrangements for dam, spillway, intake structure and
other appurtenant structures etc., including dressing sides and bed to
required level / profile, placing and levelling the excavated rock neatly in
dump area or other place as directed etc., complete with lead upto 1 km and
all lifts.
Note : i ) 1 m width of excavation along the face to be dressed shall be treated as
excavation by line drilling and smooth blasting.
ii) The rate includes controlling fly-rock wherever required.
iii ) The rate under this item shall be paid only on ascertaining that the
surface requiring dressing has come off neatly as per specifications or
atleast 50 percent of smooth blast holes are visible for inspection and are
spaced at specified interval.
iv ) In case, where the above criteria is not fulfilled payment shall be
restricted to the rate provided for excavation by normal or controlled blasting
as the case may be..

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 40.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of drill rod 1.5 m length Rm 138.00 27.67 3818.00
Reconditioning charges @ 10% 381.80
2 Use rate of 50 m air hose 4 Nos. Hour 22.00 11.56 254.38
3 Explosive small dia. kg 10.50 70.00 735.00
4 Ordinary detonators Nos 2.00 7.00 14.00
5 Electric delay detonators Nos 76.00 23.00 1748.00
6 Fuse coil Rm 140.00 11.00 1540.00
7 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs. 8531.18

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Shovel 0.85 cum capacity Hour 1.00 1706.60 1706.60
Fuel / Energy charges Hour 1.00 893.90 893.90
2 Angle dozer 90 hp Hour 0.25 1715.50 428.88
Fuel / Energy charges Hour 0.25 625.30 156.33
3 Dumpers 5 cum capacity 3 Nos. Hour 3.00 580.70 1742.10
Fuel / Energy charges Hour 3.00 409.60 1228.80
4 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 11.00 170.80 1878.80

53
 Dam and Allied Works - Item Unit Rates 2014-15

Fuel / Energy charges Hour 11.00 433.10 4764.10

5 Jack hammers 4 Nos. Hour 22.00 19.80 435.60
Fuel / Energy charges Hour 22.00 0.00 0.00
Total hire charges of Machinery Rs: 13235.11

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Shovel Hour 1.00 221.00 221.00
2 Crew for Angle dozer Hour 0.25 221.00 55.25
3 Crew for Dumper Hour 3.00 212.20 636.60
4 Crew for Air compressor Hour 11.00 153.10 1684.10
5 Crew for Jack hammer Hour 22.00 306.20 6736.40
6 work inspector Day 0.50 400.00 200.00
7 Blaster Day 0.50 480.00 240.00
8 Helper blaster Day 0.50 370.00 185.00
9 Crowbarman Day 0.50 370.00 185.00
10 Stone breaker Day 0.50 370.00 185.00
11 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs. 10948.35
labour component/unit qty 273.70
Add contractor's profit and overhead charges 13.615% 37.30
labour component/unit qty (including contractor's profit) 311.00

ABSTRACT:
A. Cost of Materials Rs: 8531.18
B. Hire charges of Machinery Rs: 13235.11
C. Cost of Labour Rs: 10948.35
Total Rs: 32714.64
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 4454.1
Total cost for 40.00 cum Rs: 37168.74
Rate per cum (A+B+C+D)/40 Rs: 929.20

IRR-DAW-1-7 Preparing foundation bed for masonry or concrete by benching,

stepping, removing all loose material by wedging / chiselling and disposing
off the same as directed and cleaning the surface with air and water jet etc.
,complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS

UNIT:
A. MATERIALS: 100.00 sqm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs. 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Air compressor 8.5 cmm ( ele ) Hour 1.00 170.80 170.80
Fuel / Energy charges Hour 1.00 433.10 433.10
2 Pump 5 hp ( ele ) Hour 1.00 3.00 3.00
Fuel / Energy charges Hour 1.00 38.50 38.50
Total hire charges of Machinery Rs. 645.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Air compressor Hour 1.00 153.10 153.10
2 Crew for Pump Hour 1.00 77.70 77.70
3 Stone breaker Day 2.00 370.00 740.00
4 mazdoor Day 2.50 310.00 775.00
5 Crowbar man Day 2.00 370.00 740.00
Total cost of Labour Rs: 2485.80
labour component/unit qty 24.90
Add contractor's profit and overhead charges 13.615% 3.40
labour component/unit qty (including contractor's profit) 28.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 645.40
C. Cost of Labour Rs: 2485.80
Total Rs: 3131.20
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 426.31
Total cost for 100.00 sqm Rs: 3557.51
Rate per sqm (A+B+C+D)/100 Rs: 35.60

IRR-DAW-1-8 Preparing foundation bed for cut-off trench filling in rock portion by

54
 Dam and Allied Works - Item Unit Rates 2014-15

removing all loose materials by wedging / chiselling and disposing off the
same as directed etc., complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS

UNIT:
A. MATERIALS: 100.00 sqm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs. 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Machinery Rs. 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crowbar man Day 2.00 370.00 740.00
2 Stone breaker Day 2.00 370.00 740.00
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 2100.00
labour component/unit qty 21.00
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 23.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2100.00
Total Rs: 2100.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 285.92
Total cost for 100.00 sqm Rs: 2385.92
Rate per sqm (A+B+C+D)/100 Rs: 23.90

IRR-DAW-1-9 Drilling 45 to 50 mm dia holes vertical or inclined upto 10 degrees to

vertical in rock /masonry/ concrete by percussion drilling using waggon
drill or any other suitable equipment including cost of all materials,
machinery, labour, redrilling through partially set grout wherever required
etc., complete.
for drilling upto 6 m depth from surface.
NOTE: The item rate for drilling through rock / masonry / concrete includes redrilling
through partially set grout, if any, in the portion of hole already grouted.

Data RATE ANALYSIS

UNIT:
A. MATERIALS: 96.00 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of cross bit 50 mm dia Rm 96.00 62.50 6000.00
2 Use rate of 50 mm dia air hose 50 m Hour 8.00 18.63 149.00
3 Use rate of extension rod 4.5 m Rm 96.00 6.68 641.09
Total cost of Materials Rs. 6790.09

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Waggon drill Hour 8.00 188.50 1508.00
Fuel / Energy charges Hour 8.00 0.00 0.00
2 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40
Fuel / Energy charges Hour 8.00 433.10 3464.80
3 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 6379.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Waggon drill Hour 8.00 265.20 2121.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 3966.40
labour component/unit qty 41.30
Add contractor's profit and overhead charges 13.615% 5.60
labour component/unit qty (including contractor's profit) 46.90

ABSTRACT:

55
 Dam and Allied Works - Item Unit Rates 2014-15

A. Cost of Materials Rs: 6790.09

B. Hire charges of Machinery Rs: 6379.20
C. Cost of Labour Rs: 3966.40
Total Rs: 17135.69
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 2333.02
Total cost for 96.00 Rm Rs: 19468.71
Rate per Rm (A+B+C+D)/96 Rs: 202.80

Upto 6 m from surface 202.80

Beyond 6 m upto 12 m from surface :
Upto 6 m from surface Rate per Rm Rs: 202.80
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ 10% Rs: 20.28
Beyond 6 m upto 12 m from surface Rate / Rm Rs: 223.10
Beyond 12 m upto 18 m from surface :
For 6 m to 12 m from surface Rate per Rm Rs: 223.10
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ 10% Rs: 22.31
Beyond 12 m upto 18 m from surface Rate / Rm Rs: 245.40
Beyond 18 m upto 24 m from surface :
For 12 m to 18 m from surface Rate per Rm Rs: 245.40
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ 10% Rs: 24.54
Beyond 18 m upto 24 m from surface Rate / Rm Rs: 269.90
Beyond 24 m upto 30 m from surface :
For 18 m to 24 m from surface Rate per Rm Rs: 269.90
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ : 10% Rs 26.99
Beyond 24 m upto 30 m from surface Rate / Rm Rs: 296.90
Beyond 30 m upto 36 m from surface :
For 24 m to 30 m from surface Rate per Rm Rs: 296.90
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ 10% Rs: 29.69
Beyond 30 m upto 36 m from surface Rate / Rm Rs: 326.60
Beyond 36 m upto 42 m from surface :
For 30 m to 36 m from surface Rate per Rm Rs: 326.60
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ 10% Rs: 32.66
Beyond 36 m upto 42 m from surface Rate / Rm Rs: 359.30
Beyond 42 m upto 48 m from surface
For 36 m to 42 m from surface Rate per Rm Rs: 359.30
Add for redrilling through partially set grout / additional
extension rods / reduction in rate of drilling etc @ 10% Rs: 35.93
Beyond 42 m upto 48 m from surface Rate / Rm Rs: 395.20

IRR-DAW-1-10 Flushing grout holes of all sizes with water and air jets alternatively for an
average period of 30 minutes including water intake observations after
flushing, cost of all materials, machinery, labour etc., complete.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 192.00 Rm.
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of air hose 2 Nos x 8 hrs Hour 16.00 11.56 184.96
2 Use rate of water hose 2 Nos x 8 hrs Hour 16.00 11.56 184.96
3 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 409.92

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40
Fuel / Energy charges Hour 8.00 433.10 3464.80
2 Pump 5 hp ( ele ) Hour 8.00 3.00 24.00
Fuel / Energy charges Hour 8.00 38.50 308.00
3 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 5203.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Air compressor Hour 8.00 153.10 1224.80
2 Crew for Pump Hour 8.00 77.70 621.60
3 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 3086.40
labour component/unit qty 16.10
Add contractor's profit and overhead charges 13.615% 2.20
labour component/unit qty (including contractor's profit) 18.30

56
 Dam and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 409.92
B. Hire charges of Machinery Rs: 5203.20
C. Cost of Labour Rs: 3086.40
Total Rs: 8699.52
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1184.44
Total cost for 192.00 Rm. Rs: 9883.96
Rate per Rm. (A+B+C+D)/192 Rs: 51.50

IRR-DAW-1-11 Consolidation grouting with neat cement grout mix of suitable

(a) consistency under specified pressure as directed in drilled holes by stage
grouting method including cost of all materials, machinery, labour,
redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 1.05 tonne
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement tonne 1.05 6300.00 6615.00
2 Use rate of 50 m pressure hose Hour 8.00 11.56 92.48
3 Sundries ( packer assembly etc ) LS 3.00 20.00 60.00
Total cost of Materials Rs: 6767.48

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Grouting equipment Hour 8.00 24.90 199.20
Fuel / Energy charges Hour 8.00 38.50 308.00
2 Pump 5 hp ( ele ) Hour 2.00 3.00 6.00
Fuel / Energy charges Hour 2.00 38.50 77.00
3 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 630.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Grout pump Hour 8.00 244.90 1959.20
2 Crew for Pump Hour 2.00 77.70 155.40
3 mazdoor ( cement handling) Day 2.00 310.00 620.00
Total cost of Labour Rs: 2734.60
labour component/unit qty 2604.40
Add contractor's profit and overhead charges 13.615% 354.60
labour component/unit qty (including contractor's profit) 2959.00

ABSTRACT:
A. Cost of Materials Rs: 6767.48
B. Hire charges of Machinery Rs: 630.20
C. Cost of Labour Rs: 2734.60
Total Rs: 10132.28
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1379.51
Lead Charges for 1Km for Cement 1.05 Tonne @ (including
Loading and Unloading Charges) 129.70 Rs/Tonne 136.185
Total cost for 1.05 tonne Rs: 11647.98
Rate per tonne (A+B+C+D)/1.05 Rs: 11093.30

IRR-DAW-1-12 Curtain grouting with neat cement grout mix of suitable consistency
(b) under specified pressure as directed in drilled holes by stage grouting
method including cost of all materials, machinery, labour, redrilling if
necessary etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 1.05 tonne
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement tonne 1.05 6300.00 6615.00
2 Use rate of 100 m pressure hose Hour 8.00 23.13 185.04
3 Use rate of 400 m GI pipe Hour 8.00 0.72 5.76
4 Sundries ( packer assembly etc ) LS 3.00 20.00 60.00
Total cost of Materials Rs: 6865.80

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Grouting equipment Hour 8.00 24.90 199.20
Fuel / Energy charges Hour 8.00 38.50 308.00
2 Pump 5 hp ( ele ) Hour 2.00 3.00 6.00
Fuel / Energy charges Hour 2.00 38.50 77.00

57
 Dam and Allied Works - Item Unit Rates 2014-15

3 Sundries LS 2.00 20.00 40.00

Total hire charges of Machinery Rs: 630.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Grout pump Hour 8.00 244.90 1959.20
2 Crew for Pump Hour 2.00 77.70 155.40
3 Pipe fitter Day 1.00 480.00 480.00
4 mazdoor ( cement handling ) Day 3.00 310.00 930.00
Total cost of Labour Rs: 3524.60
labour component/unit qty 3356.80
Add contractor's profit and overhead charges 13.615% 457.00
labour component/unit qty (including contractor's profit) 3813.80

ABSTRACT:
A. Cost of Materials Rs: 6865.80
B. Hire charges of Machinery Rs: 630.20
C. Cost of Labour Rs: 3524.60
Total Rs: 11020.60
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1500.45
Lead Charges for 1Km for Cement 1.05 Tonne @ (including
Loading and Unloading Charges) 129.70 Rs/Tonne 136.185
Total cost for 1.05 tonne Rs: 12657.24
Rate per tonne (A+B+C+D)/1.05 Rs: 12054.50

IRR-DAW-1-13 Providing and fixing 25 mm dia 3 m long cold twisted deformed steel
dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep
hole drilled in bed rock and other end provided with L-bend for embedding in
concrete / masonry of over flow / non-over flow blocks and other appertenant
works including cost of drilling and cleaning hole, filling hole with cement
mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery,
labour etc., complete with initial lead upto 1 km and all lifts.
Consider 25 anchor rods for analysis.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25 Nos.
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of drill bit 50 mm dia Rm 37.50 62.50 2343.75
2 Use rate of air hose 50 m Hour 4.00 18.63 74.52
3 Anchor rod 25 mm dia kg 303.22 40.00 12128.80
4 Cement kg 75.00 6.30 472.50
5 Sand ( screened ) cum 0.05 760.00 38.00
Total cost of Materials Rs: 15057.57
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Air compressor 8.5 cmm ( ele ) Hour 4.00 170.80 683.20
Fuel / Energy charges Hour 4.00 433.10 1732.40
2 Waggon drill Hour 4.00 188.50 754.00
Fuel / Energy charges Hour 4.00 0.00 0.00
Total hire charges of Machinery Rs: 3169.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Air compressor Hour 4.00 153.10 612.40
2 Crew for Waggon drill Hour 4.00 265.20 1060.80
3 Bar bender Day 0.50 490.00 245.00
4 Mason Cl- II Day 0.50 370.00 185.00
5 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 2413.20
labour component/unit qty 96.50
Add contractor's profit and overhead charges 13.615% 13.10
labour component/unit qty (including contractor's profit) 109.60

ABSTRACT:
A. Cost of Materials Rs: 15057.57
B. Hire charges of Machinery Rs: 3169.60
C. Cost of Labour Rs: 2413.20
Total Rs: 20640.37
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 2810.19
Lead Charges for 1 Km for FA 0.05 cum @ 31.3 Rs./Cum 1.565
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 0.08 tonne @ 129.7 Rs./Tonne 9.7275
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 0.30 tonne @ 151.5 Rs./Tonne 45.93783
Total cost for 25.00 Nos. Rs: 23507.79

58
 Dam and Allied Works - Item Unit Rates 2014-15

Rate per Each (A+B+C+D)/25 Rs: 940.30

IRR-DAW-1-14 Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods
with one end split and driven firmly using steel wedge into 1.25 m deep 45
to 50 mm dia. hole drilled in bed rock and other end provided with L- bend
for embedding in concrete / masonry for spillway and appurtenant works
including drilling and cleaning hole, filling hole with thick cement slurry,
driving anchor rod, cost of all materials, machinery, labour, steel wedge
etc., complete with initial lead upto 1 km and all lifts.
Consider 25 anchor rods for analysis.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 Nos.
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of 50 mm dia drill bit Rm 31.25 62.50 1953.13
2 Use rate of air hose 50 m 1 Nos. Hour 3.00 18.63 55.89
3 Anchor rod 25 mm dia kg 277.92 40.00 11116.80
4 Cement kg 62.50 6.30 393.75
5 Gas for splitting anchor rods LS 5.00 37.50 187.50
6 Steel wedges LS 10.00 16.00 160.00
Total cost of Materials Rs: 13867.07
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Air compressor 8.5 cmm ( ele ) Hour 3.00 170.80 512.40
Fuel / Energy charges Hour 3.00 433.10 1299.30
2 Waggon drill Hour 3.00 188.50 565.50
Fuel / Energy charges Hour 3.00 0.00 0.00
Total hire charges of Machinery Rs: 2377.20
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Air compressor Hour 3.00 153.10 459.30
2 Crew for Waggon drill Hour 3.00 265.20 795.60
3 Bar bender Day 0.50 490.00 245.00
4 Mason Cl- II Day 0.50 370.00 185.00
5 Gas cutter Day 1.00 415.00 415.00
6 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 2719.90
labour component/unit qty 108.80
Add contractor's profit and overhead charges 13.615% 14.80
labour component/unit qty (including contractor's profit) 123.60

ABSTRACT:
A. Cost of Materials Rs: 13867.07
B. Hire charges of Machinery Rs: 2377.20
C. Cost of Labour Rs: 2719.90
Total Rs: 18964.17
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 2581.97
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 0.06 tonne @ 129.7 Rs./Tonne 8.10625
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 0.28 tonne @ 151.5 Rs./Tonne 42.10488
Total cost for 25.00 Nos. Rs: 21596.35
Rate per Each (A+B+C+D)/25 Rs: 863.90

IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS :

IRR-DAW-2-1A Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods
overlaps and wastages wherever required, tying with 1.25 mm diameter soft
annealed steel wire, including cost of all materials, machinery, labour etc.,
complete with initial lead upto 1 km and all lifts.
overlaps and wastage as per NHAI-data
Lap jointing considered for bars upto 36 mm diameter.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 1.00 tonne
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Rein.Steel with 5 % wastage tonne 1.05 40000.00 42000.00
2 Binding wire 1.25 mm dia kg 9.00 70.00 630.00
Total cost of Materials Rs: 42630.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount

59
 Dam and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Bar bender Day 2.00 490.00 980.00
2 mazdoor Day 6.84 310.00 2120.40
Total cost of Labour 3100.40
labour component/unit qty 3100.40
Add contractor's profit and overhead charges 13.615% 422.10
labour component/unit qty (including contractor's profit) 3522.50

A.MATERIAL 42630.00
B.MACHINERY 0.00
C. LABOUR 3100.40
Total 45730.40
D.Add for contractor's profit and overheads on A+B+C 13.615% 6226.19
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 151.50 Rs/Tonne 159.075
Total cost for 1.00 tonne 52115.67
Rate per/ TON.=(A+B+C+D) / I 52115.67

IRR-DAW-2-1B Providing, fabricating and placing in position reinforcement steel for RCC
above 36 dia with welding and wastage at 2.5%, tying with 1.25 mm diameter soft
annealed steel wire, including cost of all materials, machinery, labour etc.,
complete with initial lead upto 1 km and all lifts.
overlaps and wastage as per NHAI-data
welding joints considered for bars above 36 mm diameter.

DATA: RATE ANALYSIS UNIT :

A. MATERIALS: 1.00 tonne
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Rein.Steel with 2.5 % wastage tonne 1.025 40000.00 41000.00
3 Welding electrodes 5 per joint and 14 joints perOne
ton 70.00 11.00 770.00
Total cost of Materials Rs: 41770.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 welding machine hour 10.00 16.00 160.00
fuel charges hour 10.00 92.40 924.00
Total hire charges of Machinery Rs: 1084.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 welder day 2.50 415.00 1037.50
2 Bar bender Day 2.00 490.00 980.00
3 mazdoor Day 6.84 310.00 2120.40
Total cost of Labour 4137.90
labour component/unit qty 4137.90
Add contractor's profit and overhead charges 13.615% 563.40
labour component/unit qty (including contractor's profit) 4701.30

ABSTRACT:
A. Cost of Materials 41770.00
B. Hire charges of Machinery 1084.00
C. Cost of Labour 4137.90
Total 46991.90
D.Add for contractor's profit and overheads on A+B+C 13.615% 6397.95
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 151.50 Rs/Tonne 155.2875
Total cost for 1.00 tonne 53545.14
Rate per/ TON.=(A+B+C+D) / I 53545.14

IRR-DAW-2-2 Providing and laying insitu vibrated M-15 ( 28 days cube compressive
strength not less than 15 N / sq mm ) grade cement concrete using 80 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for plain concrete works with initial lead upto 1 km and
all lifts. ( Cement content : 250 kg /cum with use of super plasticiser
equal to 0.4% of cement content , CA : 0.98 cum,
Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum )

DATA: RATE ANALYSIS

UNIT:

60
 Dam and Allied Works - Item Unit Rates 2014-15

A. MATERIALS: 240.00 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 60000.00 6.30 378000.00
Cement for incidentals @ 3 kg / cum kg 720.00 6.30 4536.00
2 Coarse aggregate 80-40 mm cum 94.08 635.00 59740.80
Coarse aggregate 40-20 mm cum 70.56 1145.00 80791.20
Coarse aggregate 20-10 mm cum 47.04 1210.00 56918.40
Coarse aggregate 10 mm below cum 23.52 875.00 20580.00
3 Fine aggregate (Un-screened ) cum 84.00 560.00 47040.00
4 Super Plasticizer or AEA kg 240.00 95.00 22800.00
5 Use rate of shuttering sqm 120.00 326.08 39129.60
Total cost of Materials Rs: 709536.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Batching plant Hour 8.00 518.10 4144.80
Fuel / Energy charges Hour 8.00 423.40 3387.20
2 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
3 Tipper Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Tower crane 5 t Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
5 Concrete bucket Hour 40.00 15.80 632.00
Fuel / Energy charges Hour 40.00 0.00 0.00
6 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20
Fuel / Energy charges Hour 16.00 11.50 184.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 54400.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for Tipper ( 4 ) Hour 32.00 165.80 5305.60
4 Crew for Tower crane ( 2 ) Hour 16.00 176.80 2828.80
5 Crew for Pump Hour 8.00 77.70 621.60
6 Crew for Needle vibrator ( 2 ) Hour 16.00 146.90 2350.40
7 Mason Class-I Day 4.00 415.00 1660.00
8 Foreman Day 2.00 480.00 960.00
9 mazdoor
for silo ( cement handling ) Day 2.00 310.00 620.00
for batching plant Day 2.00 310.00 620.00
for conveyor system Day 2.00 310.00 620.00
for laying & vibrating Day 6.00 310.00 1860.00
for cleaning / washing / curing Day 2.00 310.00 620.00
10 Labour cost for shuttering sqm 120.00 119.70 14364.00
Total cost of Labour Rs: 36200.80
labour component/unit qty 150.80
Add contractor's profit and overhead charges 13.615% 20.50
labour component/unit qty (including contractor's profit) 171.30

ABSTRACT:
A. Cost of Materials Rs: 709536.00
B. Hire charges of Machinery Rs: 54400.80
C. Cost of Labour Rs: 36200.80
Total Rs: 800137.60
Add for conveyor system @ 3.00% 24004.13
Add for electric sub-station/ Demand charges @ 2.5% 20003.44
Add for trestle bridge for tower crane track @ 4.0% 32005.50
Total Rs: 876150.67
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 119287.91
Lead Charges for 1 Km for FA 84.00 cum @ 31.3 Rs./Cum 2629.2
Lead Charges for 1 Km for CA 235.20 cum @ 30.2 Rs./Cum 7103.04
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 60.72 tonne @ 129.7 Rs./Tonne 7875.384
Total cost for 240.00 cum Rs: 1013046.20
Rate per cum (A+B+C+D)/240 Rs: 4221.00

IRR-DAW-2-2A Providing and laying insitu vibrated M-20 ( 28 days cube compressive
New Item1-2010-11 strength not less than 20 N / sq mm ) grade cement concrete using 80 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for plain concrete works with initial lead upto 1 km and
all lifts. ( Cement content : 300 kg /cum with use of

61
 Dam and Allied Works - Item Unit Rates 2014-15

0.4% of cement content super plasticiser , CA : 0.90 cum,

Blending Ratio of CA -- 40:30:20:10, FA : 0.40 cum )

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 240.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 72000.00 6.30 453600.00
Cement for incidentals @ 3 kg / cum kg 720.00 6.30 4536.00
2 Coarse aggregate 80-40 mm cum 86.40 635.00 54864.00
Coarse aggregate 40-20 mm cum 64.80 1145.00 74196.00
Coarse aggregate 20-10 mm cum 43.20 1210.00 52272.00
Coarse aggregate 10 mm below cum 21.60 875.00 18900.00
3 Fine aggregate (Un-Screened ) cum 96.00 560.00 53760.00
4 Super Plasticizer or AEA kg 288.00 95.00 27360.00
5 Use rate of shuttering sqm 120.00 326.08 39129.60
Total cost of Materials Rs: 778617.60

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Batching plant Hour 8.00 518.10 4144.80
Fuel / Energy charges Hour 8.00 423.40 3387.20
2 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
3 Tipper Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Tower crane 5 t Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
5 Concrete bucket Hour 40.00 15.80 632.00
Fuel / Energy charges Hour 40.00 0.00 0.00
6 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20
Fuel / Energy charges Hour 16.00 11.50 184.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 54400.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for Tipper ( 4 ) Hour 32.00 165.80 5305.60
4 Crew for Tower crane ( 2 ) Hour 16.00 176.80 2828.80
5 Crew for Pump Hour 8.00 77.70 621.60
6 Crew for Needle vibrator ( 2 ) Hour 16.00 146.90 2350.40
7 Mason Class-I Day 4.00 415.00 1660.00
8 Foreman Day 2.00 480.00 960.00
9 mazdoor
for silo ( cement handling ) Day 2.00 310.00 620.00
for batching plant Day 2.00 310.00 620.00
for conveyor system Day 2.00 310.00 620.00
for laying & vibrating Day 6.00 310.00 1860.00
for cleaning / washing / curing Day 2.00 310.00 620.00
10 Labour cost for shuttering sqm 120.00 119.70 14364.00
Total cost of Labour Rs: 36200.80
labour component/unit qty 150.80
Add contractor's profit and overhead charges 13.615% 20.50
labour component/unit qty (including contractor's profit) 171.30

ABSTRACT:
A. Cost of Materials Rs: 778617.60
B. Hire charges of Machinery Rs: 54400.80
C. Cost of Labour Rs: 36200.80
Total Rs: 869219.20
Add for conveyor system @ 3.00% 26076.58
Add for electric sub-station/ Demand charges @ 2.5% 21730.48
Add for trestle bridge for tower crane track @ 4.0% 34768.77
Total Rs: 951795.03
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 129586.89
Lead Charges for 1 Km for FA 96.00 cum @ 31.3 Rs./Cum 3004.8
Lead Charges for 1 Km for CA 216.00 cum @ 30.2 Rs./Cum 6523.20
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 72.72 tonne @ 129.7 Rs./Tonne 9431.784
Total cost for 240.00 cum Rs: 1100341.70
Rate per cum (A+B+C+D)/240 Rs: 4584.80

IRR-DAW-2-3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive

62
 Dam and Allied Works - Item Unit Rates 2014-15

strength not less than10 N / sq mm ) grade cement concrete using 80 mm

down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for plain concrete works with initial lead upto 1 km and
all lifts. ( Cement content : 220 kg /cum with use of super plasticiser,
CA: 0.98 cum, Blending Ratio of CA --40:30:20:10, FA: 0.37 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 240.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 52800 6.30 332640.00
Cement for incidentals @ 3 kg / cum kg 720.00 6.30 4536.00
2 Coarse aggregate 80-40 mm cum 94.08 635.00 59740.80
Coarse aggregate 40-20 mm cum 70.56 1145.00 80791.20
Coarse aggregate 20-10 mm cum 47.04 1210.00 56918.40
Coarse aggregate 10 mm below cum 23.52 875.00 20580.00
3 Fine aggregate (Un-Screened ) cum 88.8 560.00 49728.00
4 Super Plasticizer or AEA kg 211.20 95.00 20064.00
5 Use rate of shuttering sqm 120.00 326.08 39129.60
Total cost of Materials Rs: 664128.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Batching plant 2 x 1.5 cum Hour 8.00 518.10 4144.80
Fuel / Energy charges Hour 8.00 423.40 3387.20
2 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
3 Tipper Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Tower crane 5 t Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
5 Concrete bucket Hour 40.00 15.80 632.00
Fuel / Energy charges Hour 40.00 0.00 0.00
6 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20
Fuel / Energy charges Hour 16.00 11.50 184.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 54400.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for Tipper ( 4 ) Hour 32.00 165.80 5305.60
4 Crew for Tower crane ( 2 ) Hour 16.00 176.80 2828.80
5 Crew for Pump Hour 8.00 77.70 621.60
6 Crew for Needle vibrator ( 2 ) Hour 16.00 146.90 2350.40
7 Mason Class-I Day 4.00 415.00 1660.00
8 Foreman Day 2.00 480.00 960.00
9 mazdoor
for silo ( cement handling ) Day 2.00 310.00 620.00
for batching plant Day 2.00 310.00 620.00
for conveyor system Day 2.00 310.00 620.00
for laying & vibrating Day 6.00 310.00 1860.00
for cleaning / washing / curing Day 2.00 310.00 620.00
10 Labour cost for shuttering sqm 120.00 119.70 14364.00
Total cost of Labour Rs: 36200.80
labour component/unit qty 150.80
Add contractor's profit and overhead charges 13.615% 20.50
labour component/unit qty (including contractor's profit) 171.30

ABSTRACT:
A. Cost of Materials Rs: 664128.00
B. Hire charges of Machinery Rs: 54400.80
C. Cost of Labour Rs: 36200.80
Total Rs: 754729.60
Add for conveyor system @ 3.00% 22641.89
Add for electric sub-station/ Demand charges @ 2.5% 18868.24
Add for trestle bridge for tower crane track @ 4.0% 30189.18
Total Rs: 826428.91
D.Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs. 112518.3
Lead Charges for 1 Km for FA 88.80 cum @ 31.3 Rs./Cum 2779.44
Lead Charges for 1 Km for CA 235.20 cum @ 30.2 Rs./Cum 7103.04

63
 Dam and Allied Works - Item Unit Rates 2014-15

Lead Charges for 1Km for Cement (including Loading

and Unloading Charges) 53.52 tonne @ 129.7 Rs./Tonne 6941.544
Total cost for 240.00 cum Rs: 955771.23
Rate per cum (A+B+C+D)/240 Rs: 3982.40

IRR-DAW-2-4 Providing and laying insitu vibrated M-20 ( 28 days cube compressive
strength not less than 20 N / sq mm ) grade cement concrete using 40 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s
face, energy dissipating structures, training walls, piers, abutments and
such other locations with initial lead upto 1 km and all lifts.
( Cement content : 310 kg / cum with use of super plasticiser,
CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 240.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 74400 6.30 468720.00
2 Cement for incidentals @ 3 kg / cum kg 720.00 6.30 4536.00
Coarse aggregate 40-20 mm cum 108 1145.00 123660.00
Coarse aggregate 20-10 mm cum 64.8 1210.00 78408.00
Coarse aggregate 10 mm below cum 43.2 875.00 37800.00
3 Fine aggregate (Un-Screened ) cum 96 560.00 53760.00
4 Super Plasticizer or AEA kg 297.60 95.00 28272.00
5 Use rate of shuttering sqm 360.00 326.08 117388.80
6 Scaffolding of shuttering @ 15% 17608.32
Total cost of Materials Rs: 930153.12

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Batching plant 2 x 1.5 cum Hour 8.00 518.10 4144.80
Fuel / Energy charges Hour 8.00 423.40 3387.20
2 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
3 Tipper Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Tower crane 5 t Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
5 Concrete bucket Hour 40.00 15.80 632.00
Fuel / Energy charges Hour 40.00 0.00 0.00
6 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20
Fuel / Energy charges Hour 16.00 11.50 184.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 54400.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for Tipper ( 4 ) Hour 32.00 165.80 5305.60
4 Crew for Tower crane ( 2 ) Hour 16.00 176.80 2828.80
5 Crew for Pump Hour 8.00 77.70 621.60
6 Crew for Needle vibrator ( 2 ) Hour 16.00 146.90 2350.40
7 Mason Class-I Day 4.00 415.00 1660.00
8 Foreman Day 2.00 480.00 960.00
9 mazdoor 0.00
for silo ( cement handling ) Day 2.00 310.00 620.00
for batching plant Day 2.00 310.00 620.00
for conveyor system Day 2.00 310.00 620.00
for laying & vibrating Day 6.00 310.00 1860.00
for cleaning / washing / curing Day 2.00 310.00 620.00
10 Labour cost for shuttering sqm 360.00 119.70 43092.00
11 Labour cost for scaffolding @ 15% 6463.80
Total cost of Labour Rs: 71392.60
labour component/unit qty 297.50
Add contractor's profit and overhead charges 13.615% 40.50
labour component/unit qty (including contractor's profit) 338.00

ABSTRACT:
A. Cost of Materials Rs: 930153.12
B. Hire charges of Machinery Rs: 54400.80
C. Cost of Labour Rs: 71392.60

64
 Dam and Allied Works - Item Unit Rates 2014-15

Total Rs: 1055946.52

Add for aggregate conveyor system @ 3.0% 31678.40
Add for electric sub-station / Demand charges @ 2.50% 26398.66
Add for trestle bridge for tower crane track @ 4.0% 42237.86
Total Rs: 1156261.44
D.Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs. 157425
Lead Charges for 1 Km for FA 96.00 cum @ 31.3 Rs./Cum 3004.8
Lead Charges for 1 Km for CA 216.00 cum @ 30.2 Rs./Cum 6523.20
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 75.12 tonne @ 129.7 Rs./Tonne 9743.064
Total cost for 240.00 cum Rs: 1332957.50
Rate per cum (A+B+C+D)/240 Rs: 5554.00

IRR-DAW-2-4A Providing and laying insitu vibrated M-25 ( 28 days cube compressive
new Item2-2010-11 strength not less than 25 N / sq mm ) grade cement concrete using 40 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s
face, energy dissipating structures, training walls, piers, abutments and
such other locations with initial lead upto 1 km and all lifts.
( Cement content : 360 kg / cum with use of super plasticiser,
CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 240.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 86400 6.30 544320.00
2 Cement for incidentals @ 3 kg / cum kg 720.00 6.30 4536.00
Coarse aggregate 40-20 mm cum 108 1145.00 123660.00
Coarse aggregate 20-10 mm cum 64.8 1210.00 78408.00
Coarse aggregate 10 mm below cum 43.2 875.00 37800.00
3 Fine aggregate (Un-Screened ) cum 96 560.00 53760.00
4 Super Plasticizer or AEA kg 345.60 95.00 32832.00
5 Use rate of shuttering sqm 360.00 326.08 117388.80
6 Scaffolding of shuttering @ 15% 17608.32
Total cost of Materials Rs: 1010313.12

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Batching plant 2 x 1.5 cum Hour 8.00 518.10 4144.80
Fuel / Energy charges Hour 8.00 423.40 3387.20
2 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
3 Tipper Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Tower crane 5 t Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
5 Concrete bucket Hour 40.00 15.80 632.00
Fuel / Energy charges Hour 40.00 0.00 0.00
6 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20
Fuel / Energy charges Hour 16.00 11.50 184.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 54400.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for Tipper ( 4 ) Hour 32.00 165.80 5305.60
4 Crew for Tower crane ( 2 ) Hour 16.00 176.80 2828.80
5 Crew for Pump Hour 8.00 77.70 621.60
6 Crew for Needle vibrator ( 2 ) Hour 16.00 146.90 2350.40
7 Mason Class-I Day 4.00 415.00 1660.00
8 Foreman Day 2.00 480.00 960.00
9 mazdoor 0.00
for silo ( cement handling ) Day 2.00 310.00 620.00
for batching plant Day 2.00 310.00 620.00
for conveyor system Day 2.00 310.00 620.00
for laying & vibrating Day 6.00 310.00 1860.00
for cleaning / washing / curing Day 2.00 310.00 620.00
10 Labour cost for shuttering sqm 360.00 119.70 43092.00
11 Labour cost for scaffolding @ 15% 6463.80
Total cost of Labour Rs: 71392.60
labour component/unit qty 297.50

65
 Dam and Allied Works - Item Unit Rates 2014-15

Add contractor's profit and overhead charges 13.615% 40.50

labour component/unit qty (including contractor's profit) 338.00

ABSTRACT:
A. Cost of Materials Rs: 1010313.12
B. Hire charges of Machinery Rs: 54400.80
C. Cost of Labour Rs: 71392.60
Total Rs: 1136106.52
Add for aggregate conveyor system @ 3.0% 34083.20
Add for electric sub-station / Demand charges @ 2.50% 28402.66
Add for trestle bridge for tower crane track @ 4.0% 45444.26
Total Rs: 1244036.64
D.Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs. 169375.59
Lead Charges for 1 Km for FA 96.00 cum @ 31.3 Rs./Cum 3004.8
Lead Charges for 1 Km for CA 216.00 cum @ 30.2 Rs./Cum 6523.20
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 87.12 tonne @ 129.7 Rs./Tonne 11299.464
Total cost for 240.00 cum Rs: 1434239.69
Rate per cum (A+B+C+D)/240 Rs: 5976.00

IRR-DAW-2-4B Providing and laying insitu vibrated M-25 ( 28 days cube compressive
new Item3-2010-11 strength not less than 25 N / sq mm ) grade cement concrete using 20 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s
face, energy dissipating structures, training walls, piers, abutments and
such other locations with initial lead upto 1 km and all lifts.
( Cement content : 380 kg / cum with use of super plasticiser,
CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 240.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 91200 6.30 574560.00
2 Cement for incidentals @ 3 kg / cum kg 720.00 6.30 4536.00
Coarse aggregate 20-10 mm cum 140.4 1210.00 169884.00
Coarse aggregate 10 mm below cum 75.6 875.00 66150.00
3 Fine aggregate (Un-Screened ) cum 96 560.00 53760.00
4 Super Plasticizer or AEA kg 364.80 95.00 34656.00
5 Use rate of shuttering sqm 360.00 326.08 117388.80
6 Scaffolding of shuttering @ 15% 17608.32
Total cost of Materials Rs: 1038543.12

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Batching plant 2 x 1.5 cum Hour 8.00 518.10 4144.80
Fuel / Energy charges Hour 8.00 423.40 3387.20
2 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
3 Tipper Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Tower crane 5 t Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
5 Concrete bucket Hour 40.00 15.80 632.00
Fuel / Energy charges Hour 40.00 0.00 0.00
6 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20
Fuel / Energy charges Hour 16.00 11.50 184.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 54400.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for Tipper ( 4 ) Hour 32.00 165.80 5305.60
4 Crew for Tower crane ( 2 ) Hour 16.00 176.80 2828.80
5 Crew for Pump Hour 8.00 77.70 621.60
6 Crew for Needle vibrator ( 2 ) Hour 16.00 146.90 2350.40
7 Mason Class-I Day 4.00 415.00 1660.00
8 Foreman Day 2.00 480.00 960.00
9 mazdoor 0.00
for silo ( cement handling ) Day 2.00 310.00 620.00
for batching plant Day 2.00 310.00 620.00
for conveyor system Day 2.00 310.00 620.00

66
 Dam and Allied Works - Item Unit Rates 2014-15

for laying & vibrating Day 6.00 310.00 1860.00

for cleaning / washing / curing Day 2.00 310.00 620.00
10 Labour cost for shuttering sqm 360.00 119.70 43092.00
11 Labour cost for scaffolding @ 15% 6463.80
Total cost of Labour Rs: 71392.60
labour component/unit qty 297.50
Add contractor's profit and overhead charges 13.615% 40.50
labour component/unit qty (including contractor's profit) 338.00

ABSTRACT:
A. Cost of Materials Rs: 1038543.12
B. Hire charges of Machinery Rs: 54400.80
C. Cost of Labour Rs: 71392.60
Total Rs: 1164336.52
Add for aggregate conveyor system @ 3.0% 34930.10
Add for electric sub-station / Demand charges @ 2.50% 29108.41
Add for trestle bridge for tower crane track @ 4.0% 46573.46
Total Rs: 1274948.49
D.Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs. 173584.24
Lead Charges for 1 Km for FA 96.00 cum @ 31.3 Rs./Cum 3004.8
Lead Charges for 1 Km for CA 216.00 cum @ 30.2 Rs./Cum 6523.20
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 91.92 tonne @ 129.7 Rs./Tonne 11922.024
Total cost for 240.00 cum Rs: 1469982.75
Rate per cum (A+B+C+D)/240 Rs: 6124.90

IRR-DAW-2-5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive
strength not less than 15 N / sq mm ) grade cement concrete using 40 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for plain concrete works with initial lead upto 1 km and
all lifts. ( Cement content : 260 kg / cum with use of super plasticiser,
CA : 0.90 cum, Blending Ratio of CA -- 50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 14.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 3640.00 6.30 22932.00
Cement for incidentals @ 3 kg kg 42.00 6.30 264.60
2 Coarse aggregate 40-20 mm cum 6.3 1145.00 7213.50
Coarse aggregate 20-10 mm cum 3.78 1210.00 4573.80
Coarse aggregate 10 mm below cum 2.52 875.00 2205.00
3 Fine aggregate (Un-Screened ) cum 5.6 560.00 3136.00
4 Super plasticizer kg 14.56 95.00 1383.20
5 Use rate of shuttering sqm 14.00 217.39 3043.46
6 Use rate of scaffolding @ 15% 456.52
Total cost of Materials Rs: 45208.08

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.0 51.70 413.60
Fuel / Energy charges Hour 8.0 38.50 308.00
2 10 hp pump ( ele ) Hour 1.0 6.70 6.70
Fuel / Energy charges Hour 1.0 77.00 77.00
3 Needle vibrator 40 mm dia ( ele ) Hour 8.0 8.00 64.00
Fuel / Energy charges Hour 8.0 7.70 61.60
Total hire charges of Machinery Rs: 930.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 mazdoor
for batching cement ( cement handling Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 14.00 310.00 4340.00
for cleaning / washing / curing Day 1.00 310.00 310.00
6 Labour cost of shuttering sqm 14.00 79.80 1117.20
7 Labour cost of scaffolding @ 15% 167.58
Total cost of Labour Rs: 14815.48
labour component/unit qty 1058.20
Add contractor's profit and overhead charges 13.615% 144.10

67
 Dam and Allied Works - Item Unit Rates 2014-15

labour component/unit qty (including contractor's profit) 1202.30

ABSTRACT:
A. Cost of Materials Rs: 45208.08
B. Hire charges of Machinery Rs: 930.90
C. Cost of Labour Rs: 14815.48
Total Rs: 60954.46
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 8298.95
Lead Charges for 1 Km for FA 5.60 cum @ 31.3 Rs./Cum 175.28
Lead Charges for 1 Km for CA 12.60 cum @ 30.2 Rs./Cum 380.52
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.68 tonne @ 129.7 Rs./Tonne 477.5554
Total cost for 14.00 cum Rs: 70286.77
Rate per cum (A+B+C+D)/14 Rs: 5020.50

IRR-DAW-2-6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive
strength not less than 15 N / sq mm ) grade cement concrete using 40 mm
down size approved, clean, hard, graded aggregates with placing and
sinking plums of size 150 to 80 mm upto 15 percent for gravity type
structures including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position, levelling,
vibrating, finishing, curing etc.,complete with initial lead upto 1 km and
all lifts. ( Cement content : 260 kg / cum of concrete with use of plums
and super plasticiser of 0.4% of cement quantity, CA : 0.77 cum,
Blending Ratio of CA : 50:30:20,FA : 0.34 cum,
plums of size 150 to 80 mm : 0.25 cum)

DATA: RATE ANALYSIS

A. MATERIALS: UNIT: 16.45 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 4277 6.30 26945.10
Cement for incidentals @ 3 kg / cum kg 49.35 6.30 310.91
2 Coarse aggregate 40-20 mm cum 6.33 1145.00 7247.85
Coarse aggregate 20-10 mm cum 3.8 1210.00 4598.00
Coarse aggregate 10 mm below cum 2.53 875.00 2213.75
3 Plums of size 150 to 80 mm cum 4.11 360.00 1480.50
4 Fine aggregate (Un-Screened ) cum 5.59 560.00 3132.08
5 Super Plasticizer kg 17.11 95.00 1625.26
6 Use rate of shuttering for 40 uses sqm 16.45 217.39 3576.07
7 Scaffolding of shuttering @ 15% 536.41
Total cost of Materials Rs: 51665.93

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
3 Needle vibrator 60 mm dia ( ele ) Hour 8.00 9.70 77.60
Fuel / Energy charges Hour 8.00 11.50 92.00
Total hire charges of Machinery Rs: 974.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching cement ( cement handling Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for loading plums Day 1.00 310.00 310.00
for laying concrete and plums Day 4.00 310.00 1240.00
for conveying concrete Day 13.99 310.00 4335.66
for conveying plums Day 3.00 310.00 930.00
for cleaning / washing / curing Day 1.00 310.00 310.00
7 Labour for shuttering sqm 16.45 79.80 1312.71
8 Labour for scaffolding @ 15% 196.91
Total cost of Labour Rs: 16985.98
labour component/unit qty 1032.60
Add contractor's profit and overhead charges 13.615% 140.60
labour component/unit qty (including contractor's profit) 1173.20

ABSTRACT:

68
 Dam and Allied Works - Item Unit Rates 2014-15

A. Cost of Materials Rs: 51665.93

B. Hire charges of Machinery Rs: 974.90
C. Cost of Labour Rs: 16985.98
Total Rs: 69626.81
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9479.69
Lead Charges for 1 Km for FA 5.59 cum @ 31.3 Rs./Cum 175.0609
Lead Charges for 1 Km for CA and Plums 16.77 cum @ 30.2 Rs./Cum 506.53
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.33 tonne @ 129.7 Rs./Tonne 561.1276
Total cost for 16.45 cum Rs: 80349.22
Rate per cum (A+B+C+D)/16.45 Rs: 4884.50

IRR-DAW-2-7 Providing and laying insitu vibrated M-10 ( 28 days cube compressive
strength not less than 10 N / sq mm ) grade cement concrete using 40 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for plain concrete works with initial lead upto 1 km and all
lifts. ( Cement content 220 kg / cum with use of super plasticiser,
CA : 0.90 cum, Blending Ratio of CA : 50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 16.53 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 3636.60 6.30 22910.58
Cement for incidentals @ 3 kg/ cum kg 49.59 6.30 312.42
2 Coarse aggregate 40-20 mm cum 7.44 1145.00 8517.08
Coarse aggregate 20-10 mm cum 4.46 1210.00 5400.35
Coarse aggregate 10 mm below cum 2.98 875.00 2603.48
3 Fine aggregate (Un-Screened ) cum 6.61 560.00 3702.72
4 Super plasticizer kg 14.55 95.00 1381.91
5 Use rate of shuttering sqm 16.53 217.39 3593.46
6 Use rate of scaffolding @ 15% 539.02
Total cost of Materials Rs: 48961.02

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
3 Needle vibrator 40 mm dia ( ele ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
Total hire charges of Machinery Rs: 930.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 mazdoor
for batching cement ( cement handling Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 16.53 310.00 5124.30
for cleaning / washing / curing Day 1.00 310.00 310.00
6 Labour cost of shuttering sqm 16.53 79.80 1319.09
7 Labour cost of scaffolding @ 15% 197.86
Total cost of Labour Rs: 15831.95
labour component/unit qty 957.80
Add contractor's profit and overhead charges 13.615% 130.40
labour component/unit qty (including contractor's profit) 1088.20

ABSTRACT:
A. Cost of Materials Rs: 48961.02
B. Hire charges of Machinery Rs: 930.90
C. Cost of Labour Rs: 15831.95
Total Rs: 65723.87
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 8948.3
Lead Charges for 1 Km for FA 6.61 cum @ 31.3 Rs./Cum 206.9556
Lead Charges for 1 Km for CA 14.88 cum @ 30.2 Rs./Cum 449.29
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.69 tonne @ 129.7 Rs./Tonne 478.09884

69
 Dam and Allied Works - Item Unit Rates 2014-15

Total cost for 16.53 cum Rs: 75806.51

Rate per cum (A+B+C+D)/16.53 Rs: 4586.00

IRR-DAW-2-8 Providing and laying insitu vibrated M-15 ( 28 days cube compressive
strength not less than 15 N / sq mm ) grade cement concrete using 20 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for plain concrete works with initial lead upto 1 km and all
lifts. ( Cement content : 280 kg / cum with use of super plasticiser,
CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum)
DATA: RATE ANALYSIS
UNIT:
A. MATERIALS: 15.87 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 4443.6 6.30 27994.68
Cement for incidentals @ 3 kg/ cum kg 47.61 6.30 299.94
2 Coarse aggregate 20-10 mm cum 8.25 1210.00 9985.40
Coarse aggregate 10 mm below cum 4.44 875.00 3888.15
3 Fine aggregate (Un-Screened ) cum 6.98 560.00 3910.37
4 Super plasticiser kg 17.77 95.00 1688.57
5 Use rate of shuttering sqm 15.87 217.39 3449.98
6 Use rate of scaffolding @ 15% 517.50
Total cost of Materials Rs: 51734.59

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
3 Needle vibrator 40 mm dia ( ele ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
Total hire charges of Machinery Rs: 930.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 mazdoor
for batching cement ( cement handling Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.87 310.00 4919.70
for cleaning / washing / curing Day 1.00 310.00 310.00
6 Labour cost of shuttering sqm 15.87 79.80 1266.43
7 Labour cost of scaffolding @ 15% 189.96
Total cost of Labour Rs: 15566.79
labour component/unit qty 980.90
Add contractor's profit and overhead charges 13.615% 133.50
labour component/unit qty (including contractor's profit) 1114.40

ABSTRACT:
A. Cost of Materials Rs: 51734.59
B. Hire charges of Machinery Rs: 930.90
C. Cost of Labour Rs: 15566.79
Total Rs: 68232.28
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9289.82
Lead Charges for 1 Km for FA 6.98 cum @ 31.3 Rs./Cum 218.56164
Lead Charges for 1 Km for CA 12.70 cum @ 30.2 Rs./Cum 383.42
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.49 tonne @ 129.7 Rs./Tonne 582.50994
Total cost for 15.87 cum Rs: 78706.59
Rate per cum (A+B+C+D)/15.87 Rs: 4959.50

IRR-DAW-2-9 Providing and laying insitu vibrated M-20 ( 28 days cube compressive
strength not less than 20 N / sq mm ) grade cement concrete using 20 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for RCC works of spillway bridge, blockouts and such
other similar structures with conjested reinforcement with initial lead

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 Dam and Allied Works - Item Unit Rates 2014-15

upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of
super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35,
FA : 0.44 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 13.47 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 4445.1 6.30 28004.13
Cement for incidentals @ 3 kg/ cum kg 40.41 6.30 254.58
2 Coarse aggregate 20-10 mm cum 7.00 1210.00 8475.32
Coarse aggregate 10 mm below cum 3.77 875.00 3300.15
3 Fine aggregate (Un-Screened ) cum 5.93 560.00 3319.01
4 Super plasticiser ltr 17.78 95.00 1689.14
5 Use rate of shuttering sqm 33.68 217.39 7320.61
6 Scaffolding of shuttering @ 100% 7320.61
Total cost of Materials Rs: 59683.55

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
3 Needle vibrator 40 mm dia ( ele ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
Total hire charges of Machinery Rs: 930.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 mazdoor 0.00
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 13.47 310.00 4175.70
for cleaning/ washing/ curing Day 1.00 310.00 310.00
6 Labour cost of shuttering sqm 33.68 79.80 2687.27
7 Labour cost of scaffolding @ 100% 2687.27
Total cost of Labour Rs: 18740.94
labour component/unit qty 1391.30
Add contractor's profit and overhead charges 13.615% 189.40
labour component/unit qty (including contractor's profit) 1580.70

ABSTRACT:
A. Cost of Materials Rs: 59683.55
B. Hire charges of Machinery Rs: 930.90
C. Cost of Labour Rs: 18740.94
Total Rs: 79355.39
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 10804.24
Lead Charges for 1 Km for FA 5.93 cum @ 31.3 Rs./Cum 185.50884
Lead Charges for 1 Km for CA 10.78 cum @ 30.2 Rs./Cum 325.44
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.49 tonne @ 129.7 Rs./Tonne 581.77065
Total cost for 13.47 cum Rs: 91252.34
Rate per cum (A+B+C+D)/13.47 Rs: 6774.50

IRR-DAW-2-10 Providing and forming porous concrete body drain of size 68.5 x 68.5 cm
with 23 cm diameter central hole using cement and 20 mm down
approved, clean, hard, graded coarse aggregates in 1 : 3.50 proportion by
volume including cost of all materials, machinery, labour, formwork, curing
etc., complete with initial lead upto 1 km and all lifts.
(M15 Cement content : 400kg/cum, CA : 1cum,
Blending Ratio of CA -- 65:35)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 20.00 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement kg 3424 6.30 21571.20
2 Coarse aggregate 20-10 mm cum 5.56 1210.00 6732.44
3 Coarse aggregate 10-4.75 mm cum 3.00 875.00 2621.50

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 Dam and Allied Works - Item Unit Rates 2014-15

4 Use rate of shuttering sqm 76.00 55.13 4189.84

Total cost of Materials Rs: 35114.98

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 0.50 6.70 3.35
Fuel / Energy charges Hour 0.50 77.00 38.50
Total hire charges of Machinery Rs: 763.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 77.70 38.85
3 Mason Class-I Day 1.00 415.00 415.00
4 mazdoor
for batching cement ( cement handling Day 2.00 310.00 620.00
for batching other materials Day 6.00 310.00 1860.00
for loading mortar pans Day 2.00 310.00 620.00
for laying & packing concrete Day 2.00 310.00 620.00
for conveying concrete Day 8.56 310.00 2653.60
5 Fitter shuttering Day 3.00 370.00 1110.00
Total cost of Labour Rs: 9570.25
labour component/unit qty 478.50
Add contractor's profit and overhead charges 13.615% 65.10
labour component/unit qty (including contractor's profit) 543.60

ABSTRACT:
A. Cost of Materials Rs: 35114.98
B. Hire charges of Machinery Rs: 763.45
C. Cost of Labour Rs: 9570.25
Total Rs: 45448.68
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 6187.84
Lead Charges for 1 Km for CA 8.56 cum @ 30.2 Rs./Cum 258.51
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.42 tonne @ 129.7 Rs./Tonne 444.0928
Total cost for 20.00 Rm Rs: 52339.12
Rate per Rm (A+B+C+D)/20 Rs: 2617.00

IRR-DAW-2-11 Providing and laying insitu vibrated M-20 ( 28 days cube compressive
(a) strength not less than 20 N / sq mm ) grade cement concrete using 20 mm
down size approved, clean, hard, graded aggregates including cost of
all materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for RCC solid parapet consisting of 35 cm x 20 cm kerb,
35 cm x 35 cm x 1 m pillars spaced approximately at 3.35 m c / c, 12.5 cm
thick wall 80 cm height with 12.5 cm thick and 35 cm wide coping slab for
wall and 12 .5 cm thick 40 cm x 40 cm coping for pillars with top edges of
kerb and coping chamferred / rounded as directed etc., complete
( excluding cost of providing and placing reinforcement steel and gate )
with initial lead upto 1 km and all lifts.
( Cement content 350 kg / cum with use of super plasticiser( 0.4% by wt.
of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)

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 Dam and Allied Works - Item Unit Rates 2014-15

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 36.00 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement mix kg 3034.5 6.30 19117.35
Cement for incidentals @ 5 kg / cum kg 43.35 6.30 273.11
2 Coarse aggregate 20-10 mm cum 4.51 1210.00 5457.10
Coarse aggregate 10-4.75 mm cum 2.43 875.00 2126.25
3 Fine aggregate (Un-Screened ) cum 3.81 560.00 2133.60
4 Super plasticiser kg 12.14 95.00 1153.11
5 Use rate of shuttering sqm 95.00 217.39 20652.05
6 Scaffolding of shuttering @ 15% 3097.81
7 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 54050.38

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 Needle vibrator 40 mm ( ele ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
3 10 hp pump ( ele ) Hour 0.50 6.70 3.35
Fuel / Energy charges Hour 0.50 77.00 38.50
Total hire charges of Machinery Rs: 889.05

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 77.70 38.85
3 Crew for Vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 2.00 415.00 830.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing concrete Day 2.00 310.00 620.00
for conveying concrete Day 8.67 310.00 2687.70
for curing & miscellaneous Day 2.00 310.00 620.00
7 Labour for shuttering sqm 95.00 79.80 7581.00
8 Labour for scaffolding @ 15% 1137.15
Total cost of Labour Rs: 21372.70
labour component/unit qty 593.70
Add contractor's profit and overhead charges 13.615% 80.80
labour component/unit qty (including contractor's profit) 674.50

ABSTRACT:
A. Cost of Materials Rs: 54050.38
B. Hire charges of Machinery Rs: 889.05
C. Cost of Labour Rs: 21372.70
Total Rs: 76312.13
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 10389.9
Lead Charges for 1 Km for FA 3.81 cum @ 31.3 Rs./Cum 119.253
Lead Charges for 1 Km for CA 6.94 cum @ 30.2 Rs./Cum 209.59
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.08 tonne @ 129.7 Rs./Tonne 399.19715
Total cost for 36.00 Rm Rs: 87430.07
Rate per Rm (A+B+C+D)/36 Rs: 2428.60

IRR-DAW-2-12 Providing and laying insitu vibrated M-20 ( 28 days cube compressive
(b) strength not less than 20 N / sq mm ) grade cement concrete using 20 mm
down size approved, clean, hard, graded aggregates including cost of all
materials, machinery, labour, formwork, centering, scaffolding, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc.,complete for RCC ornamental parapet consisting of 35 cm x 20 cm
kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.5 m apart,
20 cm x 15 cm posts 80 cm height approximately 30 cm c / c with 12.5 cm
thick and 35 cm wide coping slab for posts and pillars with top edges of
kerb and coping chamferred or rounded as directed etc., complete
( excluding cost of providing and placing reinforcement steel and gate ) with
initial lead upto 1 km and all lifts.
( Cement content : 350 kg / cum with use of super plasticiser(0.4% by wt.
of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)

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 Dam and Allied Works - Item Unit Rates 2014-15

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 36.00 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement mix kg 2450 6.30 15435.00
Cenent for incidentals @ 5 kg / cum kg 35.00 6.30 220.50
2 Coarse aggregate 20-10 mm cum 3.64 1210.00 4404.40
Coarse aggregate 10-4.75 mm cum 1.96 875.00 1715.00
3 Fine aggregate (Un-Screened ) cum 3.08 560.00 1724.80
4 Super plasticiser kg 9.80 95.00 931.00
5 Use rate of shuttering sqm 115.00 217.39 24999.85
6 Scaffolding of shuttering @ 15% 3749.98
7 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 53220.53

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 Needle vibrator 40 mm ( ele ) Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
3 10 hp pump ( ele ) Hour 0.50 6.70 3.35
Fuel / Energy charges Hour 0.50 77.00 38.50
Total hire charges of Machinery Rs: 889.05

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 77.70 38.85
3 Crew for Vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 2.00 415.00 830.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching other materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing concrete Day 2.00 310.00 620.00
for conveying concrete Day 7.00 310.00 2170.00
for curing & miscellaneous Day 2.00 310.00 620.00
7 Labour for shuttering sqm 115.00 79.80 9177.00
8 Labour for scaffolding @ 15% 1376.55
Total cost of Labour Rs: 22690.40
labour component/unit qty 630.30
Add contractor's profit and overhead charges 13.615% 85.80
labour component/unit qty (including contractor's profit) 716.10

ABSTRACT:
A. Cost of Materials Rs: 53220.53
B. Hire charges of Machinery Rs: 889.05
C. Cost of Labour Rs: 22690.40
Total Rs: 76799.98
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 10456.32
Lead Charges for 1 Km for FA 3.08 cum @ 31.3 Rs./Cum 96.404
Lead Charges for 1 Km for CA 5.60 cum @ 30.2 Rs./Cum 169.12
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 2.49 tonne @ 129.7 Rs./Tonne 322.3045
Total cost for 36.00 Rm Rs: 87844.13
Rate per Rm (A+B+C+D)/36 Rs: 2440.10

IRR-DAW-2-13 Providing and laying insitu M- 25 ( 28 days cube compressive strength not
less than 25 N / sq mm ) grade cement concrete using 20 mm down size
approved, clean, hard, graded aggregates for wearing coat including cost
of all materials, machinery, labour, formwork, cleaning, batching, mixing,
placing in position in alternate panels, levelling, compacting, finishing,

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 Dam and Allied Works - Item Unit Rates 2014-15

curing, packing joints with asphalt mortar etc., complete

with initial lead upto 1 km and all lifts.
( Cement content : 380 kg / cum with use of super plasticiser(0.4% by
wt. of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 11.70 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mix kg 4446 6.30 28009.80
Cement for incidentals @ 5 kg / cum kg 58.50 6.30 368.55
2 Coarse aggregate 20-10 mm cum 6.084 1210.00 7361.64
Coarse aggregate 10 mm below cum 3.276 875.00 2866.50
3 Fine aggregate (Un-Screened ) cum 5.265 560.00 2948.40
4 Super Plasticizer kg 17.78 95.00 1689.48
5 Use rate of shuttering sqm 5.85 217.39 1271.73
6 Sundries ( asphalt mortar etc ) LS 5.00 20.00 100.00
Total cost of Materials Rs: 44616.10

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300/200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 0.50 6.70 3.35
Fuel / Energy charges Hour 0.50 77.00 38.50
Total hire charges of Machinery Rs: 763.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 77.70 38.85
3 Mason Class-I Day 3.00 415.00 1245.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching materials Day 9.00 310.00 2790.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & compacting Day 5.00 310.00 1550.00
for conveying concrete Day 11.70 310.00 3627.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
6 Labour cost for shuttering sqm 5.85 79.80 466.83
Total cost of Labour Rs: 13920.48
labour component/unit qty 1189.80
Add contractor's profit and overhead charges 13.615% 162.00
labour component/unit qty (including contractor's profit) 1351.80

ABSTRACT:
A. Cost of Materials Rs: 44616.10
B. Hire charges of Machinery Rs: 763.45
C. Cost of Labour Rs: 13920.48
Total Rs: 59300.03
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 8073.7
Lead Charges for 1 Km for FA 5.27 cum @ 31.3 Rs./Cum 164.7945
Lead Charges for 1 Km for CA 9.36 cum @ 30.2 Rs./Cum 282.67
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.50 tonne @ 129.7 Rs./Tonne 584.23365
Total cost for 11.70 cum Rs: 68405.43
Rate per cum (A+B+C+D)/11.70 Rs: 5846.60

IRR-DAW-2-14 Pre-cooling to control placement temperature of cement concrete in the

range of 18 to 21 C at the concrete placement point by inundation of coarse
aggregates and adding flaked ice as part of mixing water including cost of
all materials, machinery, labour etc., complete with all leads and lifts.
DATA: RATE ANALYSIS
UNIT:
A. MATERIALS: 500 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sundries ( amonia gas etc) LS 3.00 20.00 60.00
0.00 0.00 0.00
Total cost of Materials Rs: 60.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Ice maker unit consisting of: Hour 24.00 170.20 4084.80

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 Dam and Allied Works - Item Unit Rates 2014-15

Compressor 125 hp - 1 No
Condenser with 30 hp motor - 1 No.
Ice makers 10 t / day each - 3 Nos.
Pump 2 hp for ice cutting - 3 Nos.
Pump 2 hp for pumping water-3 Nos.
Screw conveyor with 15 hp motor -1
Ice elevator with 5 hp motor - 1 No.
Fuel / Energy charges for system Hour 24.00 1097.10 26330.40
Total hire charges of Machinery Rs: 30415.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Ice maker unit Hour 24.00 122.50 2940.00
2 mazdoor
for Ice chamber ( 2 x 3 ) Day 6.00 310.00 1860.00
for miscellaneous works ( 1 x 3 ) Day 3.00 310.00 930.00
Total cost of Labour Rs: 5730.00
labour component/unit qty 11.50
Add contractor's profit and overhead charges 13.615% 1.60
labour component/unit qty (including contractor's profit) 13.10

ABSTRACT:
A. Cost of Materials Rs: 60.00
B. Hire charges of Machinery Rs: 30415.20
C. Cost of Labour Rs: 5730.00
Total Rs: 36205.20
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 4929.34
Total cost for 500.00 cum Rs: 41134.54
Rate per cum (A+B+C+D)/500 Rs: 82.30

IRR-DAW-2-15 Conveying and fixing elastomeric bearing for spillway bridge including
cleaning and preparing surface, mixing and applying adhesive, fixing bearing
in correct position etc., including cost of all materials except bearings,
machinery, labour etc., complete with all leads and lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 6.00 Nos.
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Synthetic adhesive ( Resin + Hardener) kg 0.60 348.00 208.80
2 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 248.80

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Marker / Erector Day 1.00 480.00 480.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1500.00
labour component/unit qty 250.00
Add contractor's profit and overhead charges 13.615% 34.00
labour component/unit qty (including contractor's profit) 284.00

ABSTRACT:
A. Cost of Materials Rs: 248.80
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1500.00
Total Rs: 1748.80
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 238.1
Total cost for 6.00 Nos. Rs: 1986.90
Rate per Each (A+B+C+D)/6 Rs: 331.20

IRR-DAW-2-16 Providing and constructing 150 mm dia hume pipe weep holes for
concrete / masonry walls including providing 20 x 20 x 20 cm size porous
concrete block made of cement and 20 mm down coarse aggregate in
1 : 4 proportion including 10 cm thick sand backing at the junction of wall
and soil back fill, cost of all materials, machinery, labour etc., complete
with lead upto 1 km and all lifts.

76
 Dam and Allied Works - Item Unit Rates 2014-15

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 3.00 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 150 mm dia hume pipe Rm 2.90 350.00 1015.00
2 Cement kg 3.00 6.30 18.90
3 20 - 10 mm coarse aggregate cum 0.01 1210.00 9.68
4 Sand for filling cum 0.02 560.00 11.20
Total cost of Materials Rs: 1054.78

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Mason Class-II Day 0.25 370.00 92.50
2 mazdoor Day 0.25 310.00 77.50
Total cost of Labour Rs: 170.00
labour component/unit qty 56.70
Add contractor's profit and overhead charges 13.615% 7.70
labour component/unit qty (including contractor's profit) 64.40

ABSTRACT:
A. Cost of Materials Rs: 1054.78
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 170.00
Total Rs: 1224.78
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 166.75
Lead Charges for 1 Km for FA 0.02 cum @ 31.3 Rs./Cum 0.626
Lead Charges for 1 Km for CA 0.01 cum @ 30.2 Rs./Cum 0.24
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 0.00 tonne @ 129.7 Rs./Tonne 0.3891
Total cost for 3.00 Rm Rs: 1392.79
Rate per Rm (A+B+C+D)/3 Rs: 464.30

IRR-DAW-2-17 Providing and forming expansion joint for spillway bridge consisting of
75 x 75 x 6 mm angles 2 numbers provided with 25 cm long 12 mm dia.
anchors fixed to both flanges at 15 cm c /c and 140 x 6 mm plate welded
on top of one of the angle including cost of all materials, machinery, labour,
providing and fixing 38 mm thick joint filler board matching the thickness of
wearing coat, painting etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 7.50 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Structural steel plate kg 50.70 40.00 2028.00
2 Structural steel angle kg 104.50 40.00 4180.00
3 12 dia steel anchors kg 27.40 40.00 1096.00
4 Welding electrodes Nos 70.00 11.00 770.00
5 Joint filler board 19 mm thick sqm 1.00 650.00 650.00
6 Sundries ( cutting gas / paint etc ) LS 1.50 20.00 30.00
Total cost of Materials Rs: 8754.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Welding set Hour 8.00 16.00 128.00
Fuel / Energy charges Hour 8.00 92.40 739.20
2 Sundries (cutting torch/ welding guns etc) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 907.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Marker / Fabricator / Erector Day 1.50 480.00 720.00
2 Gas cutter / Welder Day 1.50 415.00 622.50
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1962.50
labour component/unit qty 261.70
Add contractor's profit and overhead charges 13.615% 35.60
labour component/unit qty (including contractor's profit) 297.30

77
 Dam and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 8754.00
B. Hire charges of Machinery Rs: 907.20
C. Cost of Labour Rs: 1962.50
Total Rs: 11623.70
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1582.57
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 0.18 tonne @ 151.5 Rs./Tonne 27.6639
Total cost for 7.50 Rm Rs: 13233.93
Rate per Rm (A+B+C+D)/7.50 Rs: 1764.50

IRR_DAW-3 MASONRY & GUNITING WORKS :

IRR-DAW-3-1 Providing and constructing un-coursed rubble stone masonry using

approved stones in cement mortar 1 : 3 proportion including cost of all
materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging
stone chips, curing etc., complete with initial lead upto 1 km and all lifts.
( Cement content : 190 kg/cum of masonry, rubble stones : 0.85 cum,
stone chips : 0.15 cum/cum, FA : 0.4 cum)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mortar kg 4750 6.30 29925.00
2 Rubble stones cum 21.25 330.00 7012.50
3 Stone chips cum 3.75 360.00 1350.00
4 Sand (Screened ) cum 10 760.00 7600.00
Total cost of Materials Rs: 45887.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 805.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 work inspector Day 1.00 400.00 400.00
4 Mason Class-I Day 2.50 415.00 1037.50
5 Mason Class-II Day 4.00 370.00 1480.00
6 Chavali Day 16.00 370.00 5920.00
7 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching sand Day 6.00 310.00 1860.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing mortar Day 10.00 310.00 3100.00
for loading chips Day 1.00 310.00 310.00
for washing rubble / finishing / curing Day 4.00 310.00 1240.00
for conveying mortar / chips Day 12.00 310.00 3720.00
Total cost of Labour Rs: 22638.00
labour component/unit qty 905.50
Add contractor's profit and overhead charges 13.615% 123.30
labour component/unit qty (including contractor's profit) 1028.80

ABSTRACT:
A. Cost of Materials Rs: 45887.50
B. Hire charges of Machinery Rs: 805.30
C. Cost of Labour Rs: 22638.00
Total Rs: 69330.80
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9439.39
Lead Charges for 1 Km for FA 10.00 cum @ 31.3 Rs./Cum 313
Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ 30.2 Rs./Cum 755.00
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.75 tonne @ 129.7 Rs./Tonne 616.075
Total cost for 25.00 cum Rs: 80454.27
Rate per cum (A+B+C+D)/25 Rs: 3218.20

IRR-DAW-3-2 Providing and constructing un-coursed rubble stone masonry using approved stones in
cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding,
cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto
1 km and all lifts.
( Cement content : 143 kg/cum of masonry, rubble stones : 0.85 cum,

78
 Dam and Allied Works - Item Unit Rates 2014-15

stone chips : 0.15 cum/cum, FA : 0.4 cum)

For 1 cum masonry :-

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mortar kg 3575 6.30 22522.50
2 Rubble stones cum 21.25 330.00 7012.50
3 Stone chips cum 3.75 360.00 1350.00
4 Sand (Screened ) cum 10 760.00 7600.00
Total cost of Materials Rs: 38485.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr(ele) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 805.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 work inspector Day 1.00 400.00 400.00
4 Mason Class-I Day 2.50 415.00 1037.50
5 Mason Class-II Day 4.00 370.00 1480.00
6 Chavali Day 16.00 370.00 5920.00
7 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching sand Day 6.00 310.00 1860.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing mortar Day 10.00 310.00 3100.00
for loading chips Day 1.00 310.00 310.00
for washing rubble / finishing / curing Day 4.00 310.00 1240.00
for conveying mortar / chips Day 12.00 310.00 3720.00
Total cost of Labour Rs: 22638.00
labour component/unit qty 905.50
Add contractor's profit and overhead charges 13.615% 123.30
labour component/unit qty (including contractor's profit) 1028.80

ABSTRACT:
A. Cost of Materials Rs: 38485.00
B. Hire charges of Machinery Rs: 805.30
C. Cost of Labour Rs: 22638.00
Total Rs: 61928.30
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 8431.54
Lead Charges for 1 Km for FA 10.00 cum @ 31.3 Rs./Cum 313
Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ 30.2 Rs./Cum 755.00
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.58 tonne @ 129.7 Rs./Tonne 463.6775
Total cost for 25.00 cum Rs: 71891.52
Rate per cum (A+B+C+D)/25 Rs: 2875.70

IRR-DAW-3-3 Providing and constructing coursed rubble face stone masonry using
approved rubble stones in cement mortar 1 : 3 proportion including cost
of all materials, machinery, labour, scaffolding, ramps, cleaning, packing
mortar, wedging stone chips, curing etc., with initial lead upto 1 km
and all lifts.
( Thickness of the CR face assumed: 0.75 m,Cement content : 178 kg/cum of masonry,
rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum,
CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mortar kg 4450 6.30 28035.00
2 Coursed rubble stone 30 x 30 x 45 cm Nos 244 22.00 5368.00
3 Coursed rubble stone 30 x 30 x 60 cm Nos 82 28.00 2296.00
4 Rubble stones cum 8.75 330.00 2887.50
5 Stone chips cum 3.75 360.00 1350.00
6 Sand (Screened ) cum 9.375 760.00 7125.00
Total cost of Materials Rs: 47061.50

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 Dam and Allied Works - Item Unit Rates 2014-15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 805.30
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 work inspector Day 1.00 400.00 400.00
4 Stone chiseller Cl -II Day 7.00 370.00 2590.00
5 Mason Class-I Day 2.50 415.00 1037.50
6 Mason Class-II Day 4.00 370.00 1480.00
7 Chavali Day 16.00 370.00 5920.00
8 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching sand Day 6.00 310.00 1860.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing mortar Day 10.00 310.00 3100.00
for loading chips Day 1.00 310.00 310.00
for washing rubble / finishing / curing Day 4.00 310.00 1240.00
for conveying mortar / chips Day 12.00 310.00 3720.00
Total cost of Labour Rs: 25228.00
labour component/unit qty 1009.10
Add contractor's profit and overhead charges 13.615% 137.40
labour component/unit qty (including contractor's profit) 1146.50

ABSTRACT:
A. Cost of Materials Rs: 47061.50
B. Hire charges of Machinery Rs: 805.30
C. Cost of Labour Rs: 25228.00
Total Rs: 73094.80
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9951.86
Lead Charges for 1 Km for FA 9.38 cum @ 31.3 Rs./Cum 293.4375
Lead Charges for 1 Km for Stones/Stone Chips 26.81 cum @ 30.2 Rs./Cum 809.66
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.45 tonne @ 129.7 Rs./Tonne 577.165
Total cost for 25.00 cum Rs: 84726.92
Rate per cum (A+B+C+D)/25 Rs: 3389.10

IRR-DAW-3-4 Providing and constructing coursed rubble face stone masonry using
approved rubble stones in cement mortar 1 : 4 proportion including cost of
all materials, machinery, labour, scaffolding, ramps, cleaning, packing
mortar, wedging stone chips, curing etc., with initial lead upto 1 km and
all lifts.
( Cement content : 134 kg/cum of masonry, rubble stones : 0.35 cum,
stone chips : 0.15 cum/cum, FA : 0.375 cum,
CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mortar kg 3350 6.30 21105.00
2 Coursed rubble stone 30 x 30 x 45 cm Nos 244 22.00 5368.00
3 Coursed rubble stone 30 x 30 x 60 cm Nos 82 28.00 2296.00
4 Rubble stones cum 8.75 330.00 2887.50
5 Stone chips cum 3.75 360.00 1350.00
6 Sand (Screened ) cum 9.375 760.00 7125.00
Total cost of Materials Rs: 40131.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 805.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80

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 Dam and Allied Works - Item Unit Rates 2014-15

2 Crew for Pump Hour 1.00 77.70 77.70

3 work inspector Day 1.00 400.00 400.00
4 Stone chiseller Cl -II Day 7.00 370.00 2590.00
5 Mason Class-I Day 2.50 415.00 1037.50
6 Mason Class-II Day 4.00 370.00 1480.00
7 Chavali Day 16.00 370.00 5920.00
8 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching sand Day 6.00 310.00 1860.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing mortar Day 10.00 310.00 3100.00
for loading chips Day 1.00 310.00 310.00
for washing rubble / finishing / curing Day 4.00 310.00 1240.00
for conveying mortar / chips Day 12.00 310.00 3720.00
Total cost of Labour Rs: 25228.00
labour component/unit qty 1009.10
Add contractor's profit and overhead charges 13.615% 137.40
labour component/unit qty (including contractor's profit) 1146.50

ABSTRACT:
A. Cost of Materials Rs: 40131.50
B. Hire charges of Machinery Rs: 805.30
C. Cost of Labour Rs: 25228.00
Total Rs: 66164.80
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9008.34
Lead Charges for 1 Km for FA 9.38 cum @ 31.3 Rs./Cum 293.4375
Lead Charges for 1 Km for Stones/Stone Chips 26.81 cum @ 30.2 Rs./Cum 809.66
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.35 tonne @ 129.7 Rs./Tonne 434.495
Total cost for 25.00 cum Rs: 76710.73
Rate per cum (A+B+C+D)/25 Rs: 3068.40

IRR-DAW-3-5 Providing and constructing chisel drafted and hammer dressed face
stone masonry with approved stones in cement mortar 1 : 3 proportion
including cost of all materials, machinery, labour, scaffolding, ramps,
cleaning, packing mortar, wedging stone chips, curing etc.,complete with
initial lead upto 1 km and all lifts.
( Cement content : 167 kg/cum of masonry, rubble stones : 0.35 cum,
stone chips : 0.15 cum/cum, FA : 0.35 cum,
Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mortar kg 4175 6.30 26302.50
2 Coursed rubble stone 30 x 30 x 45 cm Nos 250 22.00 5500.00
3 Coursed rubble stone 30 x 30 x 60 cm Nos 85 28.00 2380.00
4 Rubble stones cum 8.75 330.00 2887.50
5 Stone chips cum 3.75 360.00 1350.00
6 Sand (Screened ) cum 8.75 760.00 6650.00
Total cost of Materials Rs: 45070.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 805.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 work inspector Day 1.00 400.00 400.00
4 Stone chiseller Cl -I Day 14.00 415.00 5810.00
5 Stone chiseller Cl -II Day 7.00 370.00 2590.00
6 Mason Class-I Day 2.50 415.00 1037.50
7 Mason Class-II Day 4.00 370.00 1480.00
8 Chavali Day 16.00 370.00 5920.00
9 mazdoor
for batching cement ( cement handling ) Day 2.00 310.00 620.00
for batching sand Day 6.00 310.00 1860.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing mortar Day 10.00 310.00 3100.00
for loading chips Day 1.00 310.00 310.00

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 Dam and Allied Works - Item Unit Rates 2014-15

for washing rubble / finishing / curing Day 4.00 310.00 1240.00

for conveying mortar / chips Day 12.00 310.00 3720.00
Total cost of Labour Rs: 31038.00
labour component/unit qty 1241.50
Add contractor's profit and overhead charges 13.615% 169.00
labour component/unit qty (including contractor's profit) 1410.50

ABSTRACT:
A. Cost of Materials Rs: 45070.00
B. Hire charges of Machinery Rs: 805.30
C. Cost of Labour Rs: 31038.00
Total Rs: 76913.30
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 10471.75
Lead Charges for 1 Km for FA 8.75 cum @ 31.3 Rs./Cum 273.875
Lead Charges for 1 Km for Stones/Stone Chips 27.22 cum @ 30.2 Rs./Cum 821.89
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 4.18 tonne @ 129.7 Rs./Tonne 541.4975
Total cost for 25.00 cum Rs: 89022.32
Rate per cum (A+B+C+D)/25 Rs: 3560.90

IRR-DAW-3-6 Providing and constructing chisel drafted and hammer dressed face
stone masonry with approved stones in cement mortar 1 : 4 proportion
including cost of all materials, machinery, labour, scaffolding, ramps,
cleaning, packing mortar, wedging stone chips, curing etc.,complete with
initial lead upto 1 km and all lifts.
( Cement content : 125 kg/cum of masonry, rubble stones : 0.35 cum,
stone chips : 0.15 cum/cum, FA : 0.35 cum,
Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 25.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement for mortar kg 3125 6.30 19687.50
2 Coursed rubble stone 30 x 30 x 45 cm Nos 250 22.00 5500.00
3 Coursed rubble stone 30 x 30 x 60 cm Nos 85 28.00 2380.00
4 Rubble stones cum 8.75 330.00 2887.50
5 Stone chips cum 3.75 360.00 1350.00
6 Sand (Screened ) cum 8.75 760.00 6650.00
Total cost of Materials Rs: 38455.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.00 51.70 413.60
Fuel / Energy charges Hour 8.00 38.50 308.00
2 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 805.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 1.00 77.70 77.70
3 work inspector Day 1.00 400.00 400.00
4 Stone chiseller Cl -I Day 14.00 415.00 5810.00
5 Stone chiseller Cl -II Day 7.00 370.00 2590.00
6 Mason Class-I Day 2.50 415.00 1037.50
7 Mason Class-II Day 4.00 370.00 1480.00
8 Chavali Day 16.00 370.00 5920.00
9 mazdoor
for batching cement ( cement handling Day 2.00 310.00 620.00
for batching sand Day 6.00 310.00 1860.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying & packing mortar Day 10.00 310.00 3100.00
for loading chips Day 1.00 310.00 310.00
for washing rubble / finishing / curing Day 4.00 310.00 1240.00
for conveying mortar / chips Day 12.00 310.00 3720.00
Total cost of Labour Rs: 31038.00
labour component/unit qty 1241.50
Add contractor's profit and overhead charges 13.615% 169.00
labour component/unit qty (including contractor's profit) 1410.50

ABSTRACT:
A. Cost of Materials Rs: 38455.00
B. Hire charges of Machinery Rs: 805.30
C. Cost of Labour Rs: 31038.00

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 Dam and Allied Works - Item Unit Rates 2014-15

Total Rs: 70298.30

D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9571.11
Lead Charges for 1 Km for FA 8.75 cum @ 31.3 Rs./Cum 273.875
Lead Charges for 1 Km for Stones/Stone Chips 27.22 cum @ 30.2 Rs./Cum 821.89
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 3.13 tonne @ 129.7 Rs./Tonne 405.3125
Total cost for 25.00 cum Rs: 81370.49
Rate per cum (A+B+C+D)/25 Rs: 3254.80

IRR-DAW-3-7 Providing cement mortar pointing to coursed rubble face stone masonry
50 mm deep in CM 1 : 2 proportion by volume including raking and cleaning
joints, pressing mortar into joints, cost of all materials, labour, scaffolding,
finishing, curing etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 100.00 sqm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement kg 455.446 6.30 2869.31
2 Sand (Screened ) cum 0.735 760.00 558.60
Total cost of Materials Rs: 3427.91

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
(Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Mason Class-I Day 10.00 415.00 4150.00
2 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs: 7250.00
labour component/unit qty 72.50
Add contractor's profit and overhead charges 13.615% 9.90
labour component/unit qty (including contractor's profit) 82.40

ABSTRACT:
A. Cost of Materials Rs: 3427.91
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7250.00
Total Rs: 10677.91
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1453.8
Lead Charges for 1 Km for FA 0.74 cum @ 31.3 Rs./Cum 23.0055
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 0.46 tonne @ 129.7 Rs./Tonne 59.071346
Total cost for 100.00 sqm Rs: 12213.79
Rate per sqm (A+B+C+D)/100 Rs: 122.10

IRR-DAW-3-8 Providing cement mortar pointing to coursed rubble face stone masonry
50 mm deep in CM 1 : 3 proportion by volume including raking and cleaning
joints, pressing mortar into joints, cost of all materials, labour, scaffolding,
finishing, curing etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 100.00 sqm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement kg 321.80 6.30 2027.34
2 Sand (Screened ) cum 0.74 760.00 558.60
Total cost of Materials Rs: 2585.94

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Mason Class-I Day 10.00 415.00 4150.00
2 mazdoor Day 10.00 310.00 3100.00

83
 Dam and Allied Works - Item Unit Rates 2014-15

Total cost of Labour Rs: 7250.00

labour component/unit qty 72.50
Add contractor's profit and overhead charges 13.615% 9.90
labour component/unit qty (including contractor's profit) 82.40

ABSTRACT:
A. Cost of Materials Rs: 2585.94
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7250.00
Total Rs: 9835.94
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1339.16
Lead Charges for 1 Km for FA 0.74 cum @ 31.3 Rs./Cum 23.0055
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 0.32 tonne @ 129.7 Rs./Tonne 41.73746
Total cost for 100.00 sqm Rs: 11239.84
Rate per sqm (A+B+C+D)/100 Rs: 112.40

IRR_DAW-4 CONTRACTION JOINT WORKS:

IRR-DAW-4-1 Providing 25 mm thick guniting to rock or masonry surface in cement

mortar 1 : 3 proportion by weight including cost of all materials, machinery,
labour, raking-out and cleaning joints, scaffolding wherever required and all
other ancillary operations etc., complete with initial lead upto 1 km and
all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 36.00 sqm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement kg 609.90 6.30 3842.37
2 Sand (Screened ) cum 1.09 760.00 828.40
3 Use rate of grout hose 25 m Hour 8.00 5.78 46.25
4 Use rate of water hose 25 m Hour 8.00 5.78 46.25
5 Use rate of guniting nozzle Hour 8.00 3.50 28.00
6 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 4831.27

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Guniting equipment Hour 8.00 110.10 880.80
Fuel / Energy charges Hour 8.00 0.00 0.00
2 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40
Fuel / Energy charges Hour 8.00 433.10 3464.80
3 Pump 10 hp ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
4 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 5835.70

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Guniting equipment Hour 8.00 204.10 1632.80
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for pump Hour 1.00 77.70 77.70
4 Mason Cl II Day 1.00 370.00 370.00
5 mazdoor
for cement handling Day 2.00 310.00 620.00
for sand Day 2.00 310.00 620.00
mazdoor for other works Day 2.00 310.00 620.00
Total cost of Labour Rs: 5165.30
labour component/unit qty 143.50
Add contractor's profit and overhead charges 13.615% 19.50
labour component/unit qty (including contractor's profit) 163.00

ABSTRACT:
A. Cost of Materials Rs: 4831.27
B. Hire charges of Machinery Rs: 5835.70
C. Cost of Labour Rs: 5165.30
Total Rs: 15832.27
Add for scaffolding 3% 395.81
Total Rs: 16228.08
D.Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs. 2209.45
Lead Charges for 1 Km for FA 1.09 cum @ 31.3 Rs./Cum 34.117
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 0.61 tonne @ 129.7 Rs./Tonne 79.10403
Total cost for 36.00 sqm Rs: 18550.75
Rate per sqm (A+B+C+D)/36 Rs: 515.30

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 Dam and Allied Works - Item Unit Rates 2014-15

IRR-DAW-4-2 Providing and constructing contraction joints by fixing 16 SWG 60 cm

wide annealed copper sheets in two lines with 8 mm dia steel dowel
rods on either side at one metre interval, forming 125 x 125 mm size groove
in between copper strips for filling asphalt including fixing 15 mm dia two
legged G.I pipe with U - bend at bottom for circulation of steam at intervals
and forming 150 mm dia formed drain behind water seals including cost of
all materials, machinery, labour, filling asphalt, circulation of steam through
pipes etc., complete with all leads and lifts. consider 12 m height of
contraction joint for analysis.
DATA: RATE ANALYSIS
UNIT:
A. MATERIALS: 12.00 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Copper sheet 16 SWG kg 215.00 680.00 146200.00
2 Reinforcement steel 8 mm dia kg 30.00 40.00 1200.00
3 GI pipe 15 mm dia Rm 24.00 110.00 2640.00
4 Asphalt kg 192.00 4.00 768.00
5 Elbows / Nipple / Plugs etc., LS 5.00 17.00 85.00
6 Soldering materials LS 40.00 17.00 680.00
Total cost of Materials Rs: 151573.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Steam circulation arrangement LS 8.00 17.00 136.00
Fuel charges ( gas for heating ) LS 10.00 17.00 170.00
Total hire charges of Machinery Rs: 306.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Welder Day 1.00 415.00 415.00
2 Tinsmith Day 1.00 415.00 415.00
3 Bar bender Day 0.50 490.00 245.00
4 Pipe fitter Day 0.50 480.00 240.00
5 Mason Class-I Day 0.50 415.00 207.50
6 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 1832.50
labour component/unit qty 152.70
Add contractor's profit and overhead charges 13.615% 20.80
labour component/unit qty (including contractor's profit) 173.50

ABSTRACT:
A. Cost of Materials Rs: 151573.00
B. Hire charges of Machinery Rs: 306.00
C. Cost of Labour Rs: 1832.50
Total Rs: 153711.50
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 20927.82
Total cost for 12.00 Rm Rs: 174639.32
Rate per Rm (A+B+C+D)/12 Rs: 14553.30

IRR-DAW-4-3 Providing and constructing contraction joints by fixing 310 mm wide

central bulb type approved quality PVC water stop in two lines with 8 mm
diameter steel dowel rods on either side at 1m interval, forming 125 x 125
mm size groove in between two water stops, providing & fixing 15 mm dia
two legged G.I pipe with U-bend at bottom for circulation steam at interval,
forming 150 mm diameter formed drain behind water seals including filling
groove with asphalt, circulation of steam at intervals, cost of all materials,
machinery, labour etc., complete with all leads and lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 12.00 Rm.
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 PVC water stops 310 mm wide Rm 24.50 485.00 11882.50
2 Reinforcement steel 8 mm dia kg 30.00 40.00 1200.00
3 GI pipe 15 mm dia Rm 24.00 110.00 2640.00
4 Asphalt kg 192.00 4.00 768.00
5 Elbows / Nipple / Plugs etc., LS 5.00 17.00 85.00
6 Vulcanizing materials LS 25.00 17.00 425.00
Total cost of Materials Rs: 17000.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Steam circulation arrangement LS 8.00 17.00 136.00
Fuel charges ( gas for heating ) LS 10.00 17.00 170.00

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 Dam and Allied Works - Item Unit Rates 2014-15

Total hire charges of Machinery Rs: 306.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Welder Day 0.50 415.00 207.50
2 Bar bender Day 0.50 490.00 245.00
3 Pipe fitter Day 0.50 480.00 240.00
4 Mason Class-I Day 0.50 415.00 207.50
5 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 1210.00
labour component/unit qty 100.80
Add contractor's profit and overhead charges 13.615% 13.70
labour component/unit qty (including contractor's profit) 114.50

ABSTRACT:
A. Cost of Materials Rs: 17000.50
B. Hire charges of Machinery Rs: 306.00
C. Cost of Labour Rs: 1210.00
Total Rs: 18516.50
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 2521.02
Total cost for 12.00 Rm. Rs: 21037.52
Rate per Rm. (A+B+C+D)/12 Rs: 1753.10

IRR-DAW-4-4 Providing and constructing contraction joints by fixing 16 SWG 60 cm

wide annealed copper sheets in single line with 8 mm dia steel dowel
rods on either side at 1 metre interval including cost of all materials,
machinery, labour etc., complete with all leads and lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 8.7 Rm
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Copper sheet 16 SWG kg 77.00 680.00 52360.00
2 Reinforcement steel 8 mm dia kg 15.00 40.00 600.00
3 Soldering materials LS 10.00 17.00 170.00
Total cost of Materials Rs: 53130.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Sundries such as soldering gun etc., LS 3.00 20.00 60.00
Fuel charges ( gas ) LS 5.00 17.00 85.00
Total hire charges of Machinery Rs: 145.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Welder Day 0.5 415.00 207.50
2 Tinsmith Day 0.5 415.00 207.50
3 Bar bender Day 0.5 490.00 245.00
4 Mason Class-I Day 0.5 415.00 207.50
5 mazdoor Day 0.5 310.00 155.00
Total cost of Labour Rs: 1022.50
labour component/unit qty 117.50
Add contractor's profit and overhead charges 13.615% 16.00
labour component/unit qty (including contractor's profit) 133.50

ABSTRACT:
A. Cost of Materials Rs: 53130.00
B. Hire charges of Machinery Rs: 145.00
C. Cost of Labour Rs: 1022.50
Total Rs: 54297.50
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 7392.6
Total cost for 8.70 Rm Rs: 61690.10
Rate per Rm (A+B+C+D)/8.70 Rs: 7090.80

IRR-DAW-4-5 Providing and constructing contraction joints by fixing 23 cm wide central

bulb type PVC water stop in single line supported by 10 mm dia steel
dowel rods on either side at 1 metre interval including cost of all materials,
machinery, labour, valcunising joints etc., complete with all leads and
lifts.

DATA: RATE ANALYSIS

UNIT:
A. MATERIALS: 8.70 Rm
Sl No Particulars Unit Quantity Rate Amount

86
 Dam and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs
1 PVC water seal 23 cm wide Rm 9.00 47.00 423.00
2 Reinforcement steel 10 mm dia kg 10.00 40.00 400.00
3 Vulcanising materials LS 2.00 17.00 34.00
Total cost of Materials Rs: 857.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Sundries such as heater etc., LS 0.50 20.00 10.00
Fuel charges for heating LS 0.50 17.00 8.50
Total hire charges of Machinery 18.50

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Welder Day 0.50 415.00 207.50
2 Bar bender Day 0.50 490.00 245.00
3 Mason Class-I Day 0.50 415.00 207.50
4 mazdoor Day 0.50 310.00 155.00
Total cost of Labour Rs: 815.00
labour component/unit qty 93.70
Add contractor's profit and overhead charges 13.615% 12.80
labour component/unit qty (including contractor's profit) 106.50

ABSTRACT:
A. Cost of Materials Rs: 857.00
B. Hire charges of Machinery Rs: 18.50
C. Cost of Labour Rs: 815.00
Total Rs: 1690.50
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 230.16
Total cost for 8.70 Rm Rs: 1920.66
Rate per Rm (A+B+C+D)/8.70 Rs: 220.80

IRR_DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS :

IRR-DAW-5-1 Providing hearting embankment using selected impervious soil from

approved borrow areas in layers of 25 to 30 cm before compaction
including cost of all materials, machinery, labour, all operations such as
excavation, sorting out, transportation, spreading soil in layer of specified
thickness, breaking clods, sectioning, watering, compacting to density
control of not less than 95 percent or as stipulated using Sheep foot roller /
Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT
A. MATERIALS: 825.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 5.50 1715.50 9435.25
Fuel / Energy charges Hour 5.50 625.30 3439.15
2 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
3 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 446.70 17868.00
Fuel / Energy charges Hour 40.00 307.20 12288.00
4 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00
Fuel / Energy charges Hour 4.00 38.50 154.00
5 Water tanker 8000 ltr Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60
6 Vibratory Roller 8 tonne Hour 6.50 1342.20 8724.30
Fuel / Energy charges Hour 6.50 1056.40 6866.60
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 85308.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 5.50 221.00 1215.50
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 40.00 165.80 6632.00
4 Crew for Pump Hour 4.00 77.70 310.80
5 Crew for Water tanker Hour 8.00 165.80 1326.40
6 Crew for Roller Hour 6.50 244.90 1591.85
7 work inspector Day 2.00 400.00 800.00

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 Dam and Allied Works - Item Unit Rates 2014-15

8 mazdoor Day 4.00 310.00 1240.00

Total cost of Labour Rs: 14884.55
labour component/unit qty 18.00
Add contractor's profit and overhead charges 13.615% 2.50
labour component/unit qty (including contractor's profit) 20.50

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 85308.90
C. Cost of Labour Rs: 14884.55
Total Rs: 100193.45
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 13641.34
Total cost for 825.00 cum Rs: 113834.79
Rate per cum (A+B+C+D)/825 Rs: 138.00

IRR-DAW-5-2 Providing cut-off trench filling using selected impervious soil from
approved borrow areas in layers of 25 to 30 cm before compaction
including cost of all materials, machinery, labour, all operations such as
excavation, sorting out, transportation, spreading soil to specified thickness,
breaking clods, sectioning, watering, compacting to density control of not
less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc.,
complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 825.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 5.50 1715.50 9435.25
Fuel / Energy charges Hour 5.50 625.30 3439.15
2 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
3 Tippers 5.00 cum capacity 6 Nos. Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00
Fuel / Energy charges Hour 4.00 38.50 154.00
5 Water tanker 8000 ltr Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60
6 Vibratory Roller 8 tonne Hour 6.50 1342.20 8724.30
Fuel / Energy charges Hour 6.50 1056.40 6866.60
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 91340.10

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 5.50 221.00 1215.50
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 4.00 77.70 310.80
5 Crew for Water tanker Hour 8.00 165.80 1326.40
6 Crew for Roller Hour 6.50 244.90 1591.85
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 16210.95
labour component/unit qty 19.60
Add contractor's profit and overhead charges 13.615% 2.70
labour component/unit qty (including contractor's profit) 22.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 91340.10
C. Cost of Labour Rs: 16210.95
Total Rs: 107551.05
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 14643.08
Total cost for 825.00 cum Rs: 122194.13
Rate per cum (A+B+C+D)/825 Rs: 148.10

IRR-DAW-5-3 Providing casing embankment using semi-pervious soil from approved

borrow areas in layers of 25 to 30 cm before compaction including cost of
all materials, machinery, labour, all other operations such as excavation,
sorting out, transportation, spreading soil in layers of specified thickness,

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 Dam and Allied Works - Item Unit Rates 2014-15

breaking clods, sectioning, watering, compacting to density control of not

less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc.,
complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 630 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 4.00 1715.50 6862.00
Fuel / Energy charges Hour 4.00 625.30 2501.20
2 Shovel 0.85 cum Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
3 Tipper 5 cum Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( ele ) Hour 3.00 3.00 9.00
Fuel / Energy charges Hour 3.00 38.50 115.50
5 Water tanker 8000 ltr Hour 5.00 402.50 2012.50
Fuel / Energy charges Hour 5.00 307.20 1536.00
6 Vibratory Roller 8 tonne Hour 5.00 1342.20 6711.00
Fuel / Energy charges Hour 5.00 1056.40 5282.00
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 70058.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 4.00 221.00 884.00
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Pump Hour 3.00 77.70 233.10
5 Crew for Water tanker Hour 5.00 165.80 829.00
6 Crew for Roller Hour 5.00 244.90 1224.50
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 12284.20
labour component/unit qty 19.50
Add contractor's profit and overhead charges 13.615% 2.70
labour component/unit qty (including contractor's profit) 22.20

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 70058.00
C. Cost of Labour Rs: 12284.20
Total Rs: 82342.20
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 11210.89
Total cost for 630.00 cum Rs: 93553.09
Rate per cum (A+B+C+D)/630 Rs: 148.50

IRR-DAW-5-4 Providing casing embankment using semi-pervious soil available

from excavation in layers of 25 to 30 cm before compaction including cost
of all materials, machinery, labour, all other operations such as re-excavation,
sorting out, transportation, spreading in layers of specified thickness,
breaking clods, sectioning, watering, compacting to specified density
control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as
stipulated etc.,complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 970.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 4.60 1715.50 7891.30
Fuel / Energy charges Hour 4.60 625.30 2876.38
2 Shovel 0.85 cum Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20

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 Dam and Allied Works - Item Unit Rates 2014-15

3 Tipper 5 cum Hour 48.00 446.70 21441.60

Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00
Fuel / Energy charges Hour 4.00 38.50 154.00
5 Water tanker 8000 ltr Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60
6 Vibratory Roller 8 tonne Hour 7.00 1342.20 9395.40
Fuel / Energy charges Hour 7.00 1056.40 7394.80
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 90492.68

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 4.60 221.00 1016.60
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 4.00 77.70 310.80
5 Crew for Water tanker Hour 8.00 165.80 1326.40
6 Crew for Roller Hour 7.00 244.90 1714.30
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 16134.50
labour component/unit qty 16.60
Add contractor's profit and overhead charges 13.615% 2.30
labour component/unit qty (including contractor's profit) 18.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 90492.68
C. Cost of Labour Rs: 16134.50
Total Rs: 106627.18
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 14517.29
Total cost for 970.00 cum Rs: 121144.47
Rate per cum (A+B+C+D)/970 Rs: 124.90

IRR-DAW-5-4-A Providing casing embankment using semi-pervious soil available

(New Item1 - 2011-12) from excavation in layers of 25 to 30 cm before compaction including cost
of all materials, machinery, labour, all other operations such as re-excavation,
sorting out, transportation, spreading in layers of specified thickness,
breaking clods, sectioning, watering, compacting to specified density
control of not less than 90 percent using 2 Tonne Roller as
stipulated etc.,complete with initial lead upto 1 km and all lifts.
(For Maintenance Works)

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 970.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 4.60 1715.50 7891.30
Fuel / Energy charges Hour 4.60 625.30 2876.38
2 Shovel 0.85 cum Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
3 Tipper 5 cum Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00
Fuel / Energy charges Hour 4.00 38.50 154.00
5 Water tanker 8000 ltr Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60
6 Vibratory Roller 8 tonne Hour 7.00 1342.20 9395.40
Fuel / Energy charges Hour 7.00 1056.40 7394.80
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 90492.68

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 4.60 221.00 1016.60
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 4.00 77.70 310.80
5 Crew for Water tanker Hour 8.00 165.80 1326.40
6 Crew for Roller Hour 7.00 244.90 1714.30

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 Dam and Allied Works - Item Unit Rates 2014-15

7 work inspector Day 2.00 400.00 800.00

8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 16134.50
labour component/unit qty 16.60
Add contractor's profit and overhead charges 13.615% 2.30
labour component/unit qty (including contractor's profit) 18.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 90492.68
C. Cost of Labour Rs: 16134.50
Total Rs: 106627.18
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 14517.29
Total cost for 970.00 cum Rs: 121144.47
Rate per cum (A+B+C+D)/970 Rs: 124.90
Deduct Rate for Proctar's density Control of 95% using 8T roller as per IRR-PMW-3-23 45.60
Add Rate for Proctor's Density control of 90% using 2T Roller as per IRR-PMW-3-24 6.10
Rate per cum Rs. 85.40

IRR-DAW-5-5 Providing homogeneous embankment using soil from approved borrow

area in layers of 25 to 30 cm before compaction including cost of all
materials, machinery, labour, all operations such as excavation, sorting out,
transportation, spreading soil in layer of specified thickness, breaking clods,
sectioning, watering, compacting to density control of not less than
95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete
with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

UNIT :
A. MATERIALS: 807.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 5.40 1715.50 9263.70
Fuel / Energy charges Hour 5.40 625.30 3376.62
2 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
3 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 446.70 17868.00
Fuel / Energy charges Hour 40.00 307.20 12288.00
4 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00
Fuel / Energy charges Hour 4.00 38.50 154.00
5 Water tanker 8000 ltr Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60
6 Vibratory Roller 8 tonne Hour 6.40 1342.20 8590.08
Fuel / Energy charges Hour 6.40 1056.40 6760.96
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 84834.96

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 5.40 221.00 1193.40
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 40.00 165.80 6632.00
4 Crew for Pump Hour 4.00 77.70 310.80
5 Crew for Water tanker Hour 8.00 165.80 1326.40
6 Crew for Roller Hour 6.40 244.90 1567.36
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 14837.96
labour component/unit qty 18.40
Add contractor's profit and overhead charges 13.615% 2.50
labour component/unit qty (including contractor's profit) 20.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 84834.96
C. Cost of Labour Rs: 14837.96
Total Rs: 99672.92
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 13570.47
Total cost for 807.00 cum Rs: 113243.39
Rate per cum (A+B+C+D)/807 Rs: 140.30

IRR-DAW-5-6 Providing embankment adjacent to masonry / concrete structures and filling trial pits

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using impervious soil from approved borrow areas in layers of 10 to 15 cm and compacting
each layer to density control of not less than 95 percent using pneumatic tampers or by
vibratory earth rammers including cost of all materials, machinery, labour, picking previous
layer, spreading soil in layer, breaking clods, watering etc., complete with initial lead upto
1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 80 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of air hose Hour 16.00 11.56 185.00
0.00 0.00 0.00
Total cost of Materials Rs: 185.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 0.15 1715.50 257.33
Fuel / Energy charges Hour 0.15 625.30 93.80
2 Shovel 0.85 cum Hour 0.80 1706.60 1365.28
Fuel / Energy charges Hour 0.80 893.90 715.12
3 Tipper 5 cum Hour 3.00 446.70 1340.10
Fuel / Energy charges Hour 3.00 307.20 921.60
4 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40
Fuel / Energy charges Hour 8.00 433.10 3464.80
5 Pump 5 hp ( ele ) Hour 0.40 3.00 1.20
Fuel / Energy charges Hour 0.40 38.50 15.40
6 Water tanker 8000 ltr Hour 0.80 402.50 322.00
Fuel / Energy charges Hour 0.80 307.20 245.76
7 Pneumatic tampers 2 Nos. Hour 16.00 20.70 331.20
Fuel / Energy charges Hour 16.00 0.00 0.00
8 Sundries LS 1.00 20.00 20.00
Total hire charges of Machinery Rs: 10459.98

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 0.15 221.00 33.15
2 Crew for Shovel Hour 0.80 221.00 176.80
3 Crew for Tipper Hour 3.00 165.80 497.40
4 Crew for Air compressor Hour 8.00 153.10 1224.80
5 Crew for Pump Hour 0.40 77.70 31.08
6 Crew for Water tanker Hour 0.80 165.80 132.64
7 Crew for Pneumatic tamper Hour 16.00 244.90 3918.40
8 work inspector Day 1.00 400.00 400.00
9 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 7964.27
labour component/unit qty 99.60
Add contractor's profit and overhead charges 13.615% 13.60
labour component/unit qty (including contractor's profit) 113.20

ABSTRACT:
A. Cost of Materials Rs: 185.00
B. Hire charges of Machinery Rs: 10459.98
C. Cost of Labour Rs: 7964.27
Total Rs: 18609.25
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 2533.65
Total cost for 80.00 cum Rs: 21142.90
Rate per cum (A+B+C+D)/80 Rs: 264.30

IRR-DAW-5-7 Providing and constructing rockfill embankment with 300 mm down graded stones and
quarry spalls from approved source including cost of all materials, machinery, labour, spreading
stones and spalls in layers, hand packing, wedging, finishing the surface to required slopes
etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 400 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of drill rod 2.5 m long Rm 387.00 42.67 16512.00
Reconditioning charges @ 10% 1651.20
2 Use rate of air hose 6 Nos. Hour 60.00 11.56 693.75
3 Explosive small dia kg 118.00 70.00 8260.00
4 Electric detonators Nos 159.00 13.00 2067.00
5 Detonator ordinary Nos 8.00 7.00 56.00
6 Fuse coil Rm 200.00 11.00 2200.00
7 Sundries ( waste tyres etc ) LS 10.00 20.00 200.00
Total cost of Materials Rs: 31639.95

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B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Air compressor 8.5cmm( diesel )3 Nos Hour 30.00 275.60 8268.00
Fuel / Energy charges Hour 30.00 914.20 27426.00
2 Jack hammer 6 Nos Hour 60.00 19.80 1188.00
Fuel / Energy charges Hour 60.00 0.00 0.00
3 Angle dozer 90 hp Hour 4.00 1715.50 6862.00
Fuel / Energy charges Hour 4.00 625.30 2501.20
4 Shovel 0.85 cum Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
5 Tipper 5 cum Hour 24.00 446.70 10720.80
Fuel / Energy charges Hour 24.00 307.20 7372.80
Total hire charges of Machinery Rs: 85142.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Air compressor Hour 30.00 195.90 5877.00
2 Crew for Jack hammer Hour 60.00 306.20 18372.00
3 Crew for Shovel Hour 8.00 221.00 1768.00
4 Crew for Tipper Hour 24.00 165.80 3979.20
5 Crew for Dozer Hour 4.00 221.00 884.00
6 Blaster Day 1.00 480.00 480.00
7 Helper blaster Day 1.00 370.00 370.00
8 work inspector Day 2.00 400.00 800.00
9 Mason Class-II Day 2.00 370.00 740.00
10 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs: 36370.20
labour component/unit qty 90.90
Add contractor's profit and overhead charges 13.615% 12.40
labour component/unit qty (including contractor's profit) 103.30

ABSTRACT:
A. Cost of Materials Rs: 31639.95
B. Hire charges of Machinery Rs: 85142.80
C. Cost of Labour Rs: 36370.20
Total Rs: 153152.95
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 20851.77
Total cost for 400.00 cum Rs: 174004.72
Rate per cum (A+B+C+D)/400 Rs: 435.00

IRR-DAW-5-8 Providing and constructing dry rubble rock-toe using rubble and stone chips from
approved source including cost of all materials, machinery, labour, hand packing rubble
and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto
1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Use rate of drill rod 1.5 m long Rm 97.00 42.67 4138.67
Reconditionong charges @ 10% 413.87
2 Use rate of air hose Hour 15.00 11.56 173.44
3 Explosive small dia kg 30.00 70.00 2100.00
4 Electric detonator Nos 40.00 13.00 520.00
5 Detonator ordinary Nos 2.00 7.00 14.00
6 Fuse coil Rm 50.00 11.00 550.00
7 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 7949.97

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Air compressor 8.5 cmm ( diesel ) Hour 7.50 275.60 2067.00
Fuel / Energy charges Hour 7.50 914.20 6856.50
2 Jack hammer Hour 15.00 19.80 297.00
Fuel / Energy charges Hour 15.00 0.00 0.00
3 Shovel 0.85 cum Hour 2.00 1706.60 3413.20
Fuel / Energy charges Hour 2.00 893.90 1787.80
4 Tipper 5 cum Hour 6.00 446.70 2680.20
Fuel / Energy charges Hour 6.00 307.20 1843.20
Total hire charges of Machinery Rs: 18944.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs

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1 Crew for Air compressor Hour 7.50 195.90 1469.25

2 Crew for Jack hammer Hour 15.00 306.20 4593.00
3 Crew for Shovel Hour 2.00 221.00 442.00
4 Crew for Tipper Hour 6.00 165.80 994.80
5 Blaster Day 0.50 480.00 240.00
6 Helper blaster Day 1.00 370.00 370.00
7 work inspector Day 1.00 400.00 400.00
8 Mason Class-II Day 7.00 370.00 2590.00
9 mazdoor Day 19.00 310.00 5890.00
Total cost of Labour Rs: 16989.05
labour component/unit qty 169.90
Add contractor's profit and overhead charges 13.615% 23.10
labour component/unit qty (including contractor's profit) 193.00

ABSTRACT:
A. Cost of Materials Rs: 7949.97
B. Hire charges of Machinery Rs: 18944.90
C. Cost of Labour Rs: 16989.05
Total Rs: 43883.92
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 5974.8
Total cost for 100.00 cum Rs: 49858.72
Rate per cum (A+B+C+D)/100 Rs: 498.60

IRR-DAW-5-9 Providing and constructing dry rubble rock-toe with rubble and stone chips from dump
yard (Spoil Bank) including cost of all materials, machinery, labour, hand packing rubble and stone chips,
finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all
lifts.
Note: Useful rubble and stone chips will be issued at dump yard at the issue rate for usefull rubble /
stone chips. Sorting out and breaking charges included in rate analysis.
DATA: RATE ANALYSIS
UNIT : 100 cum
A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Useful rubble ( at dump yard ) cum 100.00 165.00 16500.00
2 Useful stone chips ( at dump yard ) cum 15.00 185.00 2775.00
Total cost of Materials Rs: 19275.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Shovel 0.85 cum Hour 2.00 1706.60 3413.20
Fuel / Energy charges Hour 2.00 893.90 1787.80
2 Tipper 5 cum Hour 6.00 446.70 2680.20
Fuel / Energy charges Hour 6.00 307.20 1843.20
Total hire charges of Machinery Rs: 9724.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Shovel Hour 2.00 221.00 442.00
2 Crew for Tipper Hour 6.00 165.80 994.80
3 Mason Class-II Day 7.00 370.00 2590.00
4 work inspector Day 1.00 400.00 400.00
6 Stone breaker Day 2.00 370.00 740.00
7 mazdoor Day 21.00 310.00 6510.00
Total cost of Labour Rs: 11676.80
labour component/unit qty 116.80
Add contractor's profit and overhead charges 13.615% 15.90
labour component/unit qty (including contractor's profit) 132.70

ABSTRACT:
A. Cost of Materials Rs: 19275.00
B. Hire charges of Machinery Rs: 9724.40
C. Cost of Labour Rs: 11676.80
Total Rs: 40676.20
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 5538.06
Total cost for 100.00 cum Rs: 46214.26
Rate per cum (A+B+C+D)/100 Rs: 462.10

IRR-DAW-5-9-A Providing and constructing Dry rock Pitching for Groynes using Un-Coursed rubble stone of size 300 mm thick
(New Item 4 -2012-13) and Un-Coursed rubble stone chips from Quarry to site of work including cost of all materials, Machinery, Labour charge
hand packing Un-Course rubble stone &chips to the designed profile with all leads and lifts etc

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DATA: RATE ANALYSIS

UNIT : 100 cum
A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Un Coursed Rubble Stones at quarry cum 100.00 330.00 33000.00
2 Stone Chips at Quarry cum 15.00 360.00 5400.00
Total cost of Materials Rs: 38400.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
Shovel 0.85 cum for loading tipper at the
1 worksite Hour 2.00 1706.60 3413.20
Fuel / Energy charges Hour 2.00 893.90 1787.80
2 Tipper 5 cum Hour 6.00 446.70 2680.20
Fuel / Energy charges Hour 6.00 307.20 1843.20
Total hire charges of Machinery Rs: 9724.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Shovel Hour 2.00 221.00 442.00
2 Crew for Tipper Hour 6.00 165.80 994.80
3 Mason Class-II Day 7.00 370.00 2590.00
4 work inspector Day 1.00 400.00 400.00
6 Stone breaker Day 2.00 370.00 740.00
7 mazdoor Day 21.00 310.00 6510.00
Total cost of Labour Rs: 11676.80
labour component/unit qty 116.80
Add contractor's profit and overhead charges 13.615% 15.90
labour component/unit qty (including contractor's profit) 132.70

ABSTRACT:
A. Cost of Materials Rs: 38400.00
B. Hire charges of Machinery Rs: 9724.40
C. Cost of Labour Rs: 11676.80
Total Rs: 59801.20
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 8141.93
Total cost for 100.00 cum Rs: 67943.13
Rate per cum (A+B+C+D)/100 Rs: 679.40

IRR-DAW-5-10 Providing and laying 30 cm diameter open jointed hume pipes with collars in rock-toe for
drainage including cost of all materials, machinery, labour etc., complete with lead upto 1 km
and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 Rm

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Hume pipe 300 mm dia.with collar Rm 100.00 700.00 70000.00
0.00 0.00
Total cost of Materials Rs: 70000.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Mason Cl- II Day 2 370.00 740.00
2 mazdoor Day 6 310.00 1860.00
Total cost of Labour Rs: 2600.00
labour component/unit qty 26.00
Add contractor's profit and overhead charges 13.615% 3.50
labour component/unit qty (including contractor's profit) 29.50

ABSTRACT:
A. Cost of Materials Rs: 70000.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2600.00
Total Rs: 72600.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9884.49
Total cost for 100.00 Rm Rs: 82484.49
Rate per Rm (A+B+C+D)/100 Rs: 824.80

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IRR_DAW-6 FILTER & PITCHING WORKS :

IRR-DAW-6-1 Providing and constructing 1.20 m internal diameter and average 3 m height RCC manhole with
60 cm dia. top cover in M-15 grade cement concrete using 20 mm down graded, clean, hard
coarse aggregate, 20 cm thick for bed / sides / top slab / 1.5 m long cut-off wall and 7.5 cm
thick for cover including providing 12 mm dia reinforcement bars at 30 cm c / c bothways for
bed / sides / cut-off wall / top slab / rungs and 8 mm dia bars at 15 cm c / c bothways for cover,
excavation for foundation, providing 30 cm dia hume pipe outlet, cost of all materials, machinery,
labour, formwork, scaffolding, batching, mixing, laying, vibrating, finishing, curing etc., complete
with lead upto 1 km and all lifts.
( Cement content : 300 kg/cum , CA : 0.80 cum, Blending Ratioof CA -- 65:35,
FA : 0.44 cum, superplasticizer (0.4% by wt. of cement)

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 1 Each

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Cement kg 1331.70 6.30 8389.71
Cement for incidentals @ 3 kg / cum kg 13.32 6.30 83.90
2 Coarse aggregate 20 to 10 mm cum 2.31 1210.00 2793.02
Coarse aggregate 10 to 4.75 mm cum 1.24 875.00 1087.56
3 Fine aggregate (Un-Screened ) cum 1.95 560.00 1093.77
4 Super plasticiser kg 23.65 95.00 2246.34
5 Reinforcement steel with 5 % wastage kg 163.70 40.00 6547.80
6 Binding wire kg 4.00 70.00 280.00
7 Hume pipe 300 mm dia Rm 1.00 700.00 700.00
8 Use rate of shuttering sqm 36.00 217.39 7826.04
9 Scaffolding of shuttering @ 5% 391.30
10 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 31479.43

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Concrete mixer 300 / 200 ( ele ) Hour 4.00 51.70 206.80
Fuel / Energy charges Hour 4.00 38.50 154.00
2 Needle vibrator 40 mm dia ( ele ) Hour 4.00 8.00 32.00
Fuel / Energy charges Hour 4.00 7.70 30.80
3 Pump 5 hp ( ele ) Hour 0.50 3.00 1.50
Fuel / Energy charges Hour 0.50 38.50 19.25
4 Sundries LS 1.00 20.00 20.00
Total hire charges of Machinery Rs: 464.35

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Mason Cl- II Day 1.00 370.00 370.00
2 Bar bender Day 1.00 490.00 490.00
3 work inspector Day 1.00 400.00 400.00
4 mazdoor
for excavation for foundation Day 2.00 310.00 620.00
for bar bending Day 1.00 310.00 310.00
for concreting Day 5.00 310.00 1550.00
for excavation for foundation Day 2.00 310.00 620.00
for concreting Day 4.00 310.00 1240.00
for curing Day 1.00 310.00 310.00
5 Labour for shuttering sqm 36.00 79.80 2872.80
Total cost of Labour Rs: 8782.80
labour component/unit qty 8782.80
Add contractor's profit and overhead charges 13.615% 1195.80
labour component/unit qty (including contractor's profit) 9978.60

ABSTRACT:
A. Cost of Materials Rs: 31479.43
B. Hire charges of Machinery Rs: 464.35
C. Cost of Labour Rs: 8782.80

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 Dam and Allied Works - Item Unit Rates 2014-15

Total Rs: 40726.58

D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 5544.92
Lead Charges for 1 Km for FA 1.95 cum @ 31.3 Rs./Cum 61.133908
Lead Charges for 1 Km for CA 3.55 cum @ 30.2 Rs./Cum 107.25
Lead Charges for 1Km for Cement (including Loading
and Unloading Charges) 1.35 tonne @ 129.7 Rs./Tonne 174.4487
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 0.16 tonne @ 151.5 Rs./Tonne 24.799793
Total cost for 1.00 Each Rs: 46639.13
Rate per Each (A+B+C+D)/1.0 Rs: 46639.10

IRR-DAW-6-2 Providing and constructing longitudinal and cross graded filter drains using sand and 80-20
mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as per
specifications including cost of all materials, machinery, labour, laying to required slopes,
compaction etc. complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Fine aggregate (Un-Screened ) cum 47.50 560.00 26600.00
2 Coarse aggregate 80-40 mm cum 17.865 635.00 11344.28
3 Coarse aggregate 40-20 mm cum 1.99 1145.00 2272.83
4 Coarse aggregate 20-10 mm cum 24.49 1210.00 29629.88
5 Coarse aggregate 10 mm down cum 8.16 875.00 7142.19
Total cost of Materials Rs: 76989.16

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 38.00 310.00 11780.00
Total cost of Labour Rs: 12180.00
labour component/unit qty 121.80
Add contractor's profit and overhead charges 13.615% 16.60
labour component/unit qty (including contractor's profit) 138.40

ABSTRACT:
A. Cost of Materials Rs: 76989.16
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 12180.00
Total Rs: 89169.16
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12140.38
Total cost for 100.00 cum Rs: 101309.54
Rate per cum (A+B+C+D)/100 Rs: 1013.10

IRR-DAW-6-3 Providing and constructing 1.40 m thick vertical or inclined graded filter media consisting of
20 cm thick sand layers, 25 cm thick 20 mm down coarse aggregate layers and 50 cm thick
80-20 mm coarse aggregate layer using approved materials satisfying specified filter creteria as
per specifications including cost of all materials, machinery, labour, laying to required slope,
compaction etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Fine aggregate (Un-Screened ) cum 28.60 560.00 16016.00
2 Coarse aggregate 80-40 mm cum 32.13 635.00 20402.55
3 Coarse aggregate 40-20 mm cum 3.57 1145.00 4087.65
4 Coarse aggregate 20-10 mm cum 28.13 1210.00 34031.25
5 Coarse aggregate 10 mm down cum 8.93 875.00 7809.38
Total cost of Materials Rs: 82346.83

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

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C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 38.00 310.00 11780.00
Total cost of Labour Rs: 12180.00
labour component/unit qty 121.80
Add contractor's profit and overhead charges 13.615% 16.60
labour component/unit qty (including contractor's profit) 138.40

ABSTRACT:
A. Cost of Materials Rs: 82346.83
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 12180.00
Total Rs: 94526.83
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12869.83
Total cost for 100.00 cum Rs: 107396.66
Rate per cum (A+B+C+D)/100 Rs: 1074.00

IRR-DAW-6-4 Providing and constructing graded filter media below and behind rock-toe consisting of
20 cm thick sand, 25 cm thick 20 - 4.75 mm and 40 cm thick 80 - 20 mm size graded coarse
aggregates satisfying filter creteria as per specifications including cost of all materials, labour,
machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and
all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 100 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Fine aggregate (Un-Screened ) cum 23.55 560.00 13188.00
2 Coarse aggregate 80-40 mm cum 42.39 635.00 26917.65
3 Coarse aggregate 40-20 mm cum 4.71 1145.00 5392.95
4 Coarse aggregate 20-10 mm cum 22.05 1210.00 26680.50
5 Coarse aggregate 10 mm down cum 7.35 875.00 6431.25
Total cost of Materials Rs: 78610.35

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 34.00 310.00 10540.00
Total cost of Labour Rs: 10940.00
labour component/unit qty 109.40
Add contractor's profit and overhead charges 13.615% 14.90
labour component/unit qty (including contractor's profit) 124.30

ABSTRACT:
A. Cost of Materials Rs: 78610.35
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 10940.00
Total Rs: 89550.35
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12192.28
Total cost for 100.00 cum Rs: 101742.63
Rate per cum (A+B+C+D)/100 Rs: 1017.40

IRR-DAW-6-4-A Providing and constructing graded filter media below and behind rock-toe consisting of
(New Item2- 2011-12) 30 cm thick 80 - 20 mm size graded coarse
aggregates satisfying filter creteria as per specifications including cost of all materials, labour,
machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and
all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 100 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Coarse aggregate 80-40 mm cum 35.00 635.00 22225.00
2 Coarse aggregate 40-20 mm cum 55.00 1145.00 62975.00
3 Coarse aggregate 20-10 mm cum 5.00 1210.00 6050.00
4 Coarse aggregate 10 mm down cum 5.00 875.00 4375.00

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 Dam and Allied Works - Item Unit Rates 2014-15

Total cost of Materials Rs: 95625.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 12.00 310.00 3720.00
Total cost of Labour Rs: 4120.00
labour component/unit qty 41.20
Add contractor's profit and overhead charges 13.615% 5.60
labour component/unit qty (including contractor's profit) 46.80

ABSTRACT:
A. Cost of Materials Rs: 95625.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4120.00
Total Rs: 99745.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 13580.28
Total cost for 100.00 cum Rs: 113325.28
Rate per cum (A+B+C+D)/100 Rs: 1133.30

IRR-DAW-6-5 Providing and laying filter media consisting of 2 layers of 250 gsm poly-propeline non-woven
filter fabric and 400 mm thick 20 mm down graded coarse aggregate for vertical / inclined
and horizontal filter blanket for embankment including cost of all materials, machinery, labour
etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 PP filter fabric 250 gsm sqm 220.00 154.00 33880.00
2 20 - 10 mm CA @ 75 % cum 30.00 1210.00 36300.00
10 mm down CA @ 25 % cum 10.00 875.00 8750.00
Total cost of Materials Rs: 78930.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 14.00 310.00 4340.00
Total cost of Labour Rs: 4740.00
labour component/unit qty 47.40
Add contractor's profit and overhead charges 13.615% 6.50
labour component/unit qty (including contractor's profit) 53.90

ABSTRACT:
A. Cost of Materials Rs: 78930.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4740.00
Total Rs: 83670.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 11391.67

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Total cost for 100.00 sqm Rs: 95061.67

Rate per sqm (A+B+C+D)/100 Rs: 950.60

IRR-DAW-6-6 Providing and constructing 45 cm thick chimney filter using clean approved sand satisfying
filter creteria including cost of all materials, machinery, labour, compacting etc., complete with
initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand (Un-Screened) cum 105.00 560.00 58800.00
0.00 0.00
Total cost of Materials Rs: 58800.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 30.00 310.00 9300.00
Total cost of Labour Rs: 9700.00
labour component/unit qty 97.00
Add contractor's profit and overhead charges 13.615% 13.20
labour component/unit qty (including contractor's profit) 110.20

ABSTRACT:
A. Cost of Materials Rs: 58800.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 9700.00
Total Rs: 68500.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9326.28
Total cost for 100.00 cum Rs: 77826.28
Rate per cum (A+B+C+D)/100 Rs: 778.30

IRR-DAW-6-7 Providing and constructing 90 cm thick transition cum filter media behind rockfill using
approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter creteria
in layers of 30 cm thickness each as per specifications including cost of all materials,
machinery, labour, laying each layer to required slope, compaction etc., complete with initial
lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum.

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand (Un-Screened ) cum 34.00 560.00 19040.00
2 Coarse aggregate 80-40 mm cum 30.60 635.00 19431.00
3 Coarse aggregate 40-20 mm cum 3.40 1145.00 3893.00
4 Coarse aggregate 20-10 mm cum 25.50 1210.00 30855.00
5 Coarse aggregate 10 mm down cum 8.50 875.00 7437.50
Total cost of Materials Rs: 80656.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 40.00 310.00 12400.00
Total cost of Labour Rs: 12800.00
labour component/unit qty 128.00
Add contractor's profit and overhead charges 13.615% 17.40
labour component/unit qty (including contractor's profit) 145.40

ABSTRACT:

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A. Cost of Materials Rs: 80656.50

B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 12800.00
Total Rs: 93456.50
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12724.1
Total cost for 100.00 cum. Rs: 106180.60
Rate per cum. (A+B+C+D)/100 Rs: 1061.80

IRR-DAW-6-8 Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to
75 cm long through stones at 1.50 m c / c over a backing of 45 cm thick graded filter media
consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 15 cm
thick each including cost of all materials, machinery, labour, laying to required slopes, wedging
with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand (Un-Screened ) cum 15.30 560.00 8568.00
2 Coarse aggregate 10 mm down cum 15.30 875.00 13387.50
3 Coarse aggregate 40-20 mm cum 15.30 1145.00 17518.50
4 Stone chips cum 9.00 360.00 3240.00
5 Rough stones ( rubble ) 30 to 45 cm long cum 57.60 330.00 19008.00
6 Through stones 65 to 75 cm long Nos 44.00 59.00 2596.00
Total cost of Materials Rs: 64318.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 Mason Class-II Day 10.00 370.00 3700.00
3 mazdoor Day 33.00 310.00 10230.00
Total cost of Labour Rs: 14330.00
labour component/unit qty 143.30
Add contractor's profit and overhead charges 13.615% 19.50
labour component/unit qty (including contractor's profit) 162.80

ABSTRACT:
A. Cost of Materials Rs: 64318.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 14330.00
Total Rs: 78648.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 10707.93
Total cost for 100.00 sqm Rs: 89355.93
Rate per sqm (A+B+C+D)/100 Rs: 893.60

IRR-DAW-6-9 Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75
cm long through stones at 1.50 m c / c over a backing of 60 cm thick graded filter media
consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 20 cm
thick each including cost of all materials, machinery, labour, laying to required slopes, wedging
with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand (Un-Screened ) cum 20.40 560.00 11424.00
2 Coarse aggregate 10 mm down cum 20.40 875.00 17850.00
3 Coarse aggregate 40-20 mm cum 20.40 1145.00 23358.00
4 Stone chips cum 9.00 360.00 3240.00
5 Rough stones ( rubble ) 30 to 45 cm long cum 57.60 330.00 19008.00
6 Through stones 65 to 75 cm long Nos 44.00 59.00 2596.00
Total cost of Materials Rs: 77476.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00

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0.00 0.00 0.00

Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 Mason Class-II Day 10.00 370.00 3700.00
3 mazdoor Day 39.00 310.00 12090.00
Total cost of Labour Rs: 16190.00
labour component/unit qty 161.90
Add contractor's profit and overhead charges 13.615% 22.00
labour component/unit qty (including contractor's profit) 183.90

ABSTRACT:
A. Cost of Materials Rs: 77476.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 16190.00
Total Rs: 93666.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12752.63
Total cost for 100.00 sqm Rs: 106418.63
Rate per sqm (A+B+C+D)/100 Rs: 1064.20

IRR-DAW-6-10 Providing and constructing 60 cm thick hand packed rough stone riprap over a backing of
45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved
aggregates laid in layers of 15 cm thick each including cost of all materials, machinery,
labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto
50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm.

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand (Un-Screened ) cum 15.30 560.00 8568.00
2 Coarse aggregate 10 mm down cum 15.30 875.00 13387.50
3 Coarse aggregate 40-20 mm cum 15.30 1145.00 17518.50
4 Stone chips cum 9.00 360.00 3240.00
5 Rough stones ( rubble ) cum 60.00 330.00 19800.00
Total cost of Materials Rs: 62514.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 Mason Class-II Day 5.00 370.00 1850.00
3 mazdoor Day 28.00 310.00 8680.00
Total cost of Labour Rs: 10930.00
labour component/unit qty 109.30
Add contractor's profit and overhead charges 13.615% 14.90
labour component/unit qty (including contractor's profit) 124.20

ABSTRACT:
A. Cost of Materials Rs: 62514.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 10930.00
Total Rs: 73444.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9999.4
Total cost for 100.00 sqm. Rs: 83443.40
Rate per sqm. (A+B+C+D)/100 Rs: 834.40

IRR-DAW-6-11 Providing and constructing 75 cm thick hand packed rough stone riprap over a backing of
45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved
aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour,
laying to required slopes, wedging with stone chips, etc., complete with initial lead upto 50 m
and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm

Sl No Particulars Unit Quantity Rate Amount

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in Rs. in Rs
1 Sand (Un-Screened ) cum 15.30 560.00 8568.00
2 Coarse aggregate 10 mm down cum 15.30 875.00 13387.50
3 Coarse aggregate 40-20 mm cum 15.30 1145.00 17518.50
4 Stone chips cum 11.00 360.00 3960.00
5 Rough stones ( rubble ) cum 75.00 330.00 24750.00
Total cost of Materials Rs: 68184.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 Mason Class-II Day 6.00 370.00 2220.00
3 mazdoor Day 30.00 310.00 9300.00
Total cost of Labour Rs: 11920.00
labour component/unit qty 119.20
Add contractor's profit and overhead charges 13.615% 16.20
labour component/unit qty (including contractor's profit) 135.40

ABSTRACT:
A. Cost of Materials Rs: 68184.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 11920.00
Total Rs: 80104.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 10906.16
Total cost for 100.00 sqm Rs: 91010.16
Rate per sqm (A+B+C+D)/100 Rs: 910.10

IRR-DAW-6-12 Providing and constructing 90 cm thick hand packed rough stone riprap over a backing of
45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved
aggregates laid in layers of 15 cm thick each including cost of all materials, machinery,
labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto
50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand (Un-Screened ) cum 15.30 560.00 8568.00
2 Coarse aggregate 10 mm down cum 15.30 875.00 13387.50
3 Coarse aggregate 40-20 mm cum 15.30 1145.00 17518.50
4 Stone chips cum 13.50 360.00 4860.00
5 Rough stones ( rubble ) cum 90.00 330.00 29700.00
Total cost of Materials Rs: 74034.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 1.00 400.00 400.00
2 Mason Class-II Day 8.00 370.00 2960.00
3 mazdoor Day 34.00 310.00 10540.00
Total cost of Labour Rs: 13900.00
labour component/unit qty 139.00
Add contractor's profit and overhead charges 13.615% 18.90
labour component/unit qty (including contractor's profit) 157.90

ABSTRACT:
A. Cost of Materials Rs: 74034.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 13900.00
Total Rs: 87934.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 11972.21
Total cost for 100.00 sqm Rs: 99906.21
Rate per sqm (A+B+C+D)/100 Rs: 999.10

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IRR-DAW-6-13 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen
embankments over 20 mm thick sand backing including cost of all materials, machinery,
labour including preparing surface, spreading sand, watering for 15 days etc., complete with
initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm.

Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 Sand for filling cum 2.00 560.00 1120.00
2 Hariyala turfing sods sqm 100.00 28.00 2800.00
Total cost of Materials Rs: 3920.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Cartman with double bullock cart Day 2.00 425.00 850.00
2 mazdoor Day 15.00 310.00 4650.00
Total cost of Labour Rs: 5500.00
labour component/unit qty 55.00
Add contractor's profit and overhead charges 13.615% 7.50
labour component/unit qty (including contractor's profit) 62.50

ABSTRACT:
A. Cost of Materials Rs: 3920.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 5500.00
Total Rs: 9420.00
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1282.53
Lead Charges for 1 Km for FA 2.00 cum @ 31.3 Rs./Cum 62.6
Total cost for 100.00 sqm. Rs: 10765.13
Rate per sqm. (A+B+C+D)/100 Rs: 107.70

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Chapter - II

TUNNEL AND ALLIED WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR :2015-16
Index- code
TUNNEL AND ALLIED WORKS - DATA RATES
IRR-TAW
Directions to add Seigniorage Charges and Additional Lead Charges
Seigniorage Charges:
1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.
2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate.
(i.e., to the data itself)
3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges
while adding Seigniorage Charges to the data in the estimate
Additional Lead and Lift Charges:
1. Unless otherwise specified the basic rates are inclusive of all lifts.
2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead
charges are to be added as follows:
Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved
and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be
allowed for any item.
In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and
hence should not be added again
Example:
Total lead for sand from approved sand quarry : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges for 5 km Rs. 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 km /cum Rs. 208.60
Less 1 km initial lead charges /cum Rs. 31.30 (-)
Net additional lead charges / cum Rs. 177.30

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added
as follows:
Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic
rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above)
Example:
Total lead for earth from approved borrow area : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges for 5 km Rs. 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 km /cum Rs. 208.60
Less 1 km initial lead charges /cum Rs. 31.30 (-)
Net additional lead charges / cum Rs. 177.30

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For
conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without
deducting the 50 m initial lead charges
TAW -Work Items

IRR-TAW-1 EXCAVATION :

IRR-TAW-1-1 Excavation for adit by tunnelling methods in all types of rock including cost of all materials,
machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and
hauling the excavated muck outside adit upto specified dump area and all other ancillary
operations etc., complete with initial lead upto 1km and all lifts.

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DATA: RATE ANALYSIS UNIT : 38.50 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Small dia explosive kg 40.00 70.00 2800.00
2 Delay detonators Nos 54.00 23.00 1242.00
3 Electric detonators Nos 5.00 13.00 65.00
4 Detonating fuse coil Rm 50.00 11.00 550.00
5 Use rate of drill rod 2.5 m long Rm 119.00 42.67 5077.33
Reconditioning charges @ 10% 507.73
6 Use rate of air hose Hour 20.00 5.78 115.63
7 Use rate of water hose Hour 20.00 5.78 115.63
8 Sundries( paint / template etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 10513.32

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling jumbo Hour 8.00 368.40 2947.20
Fuel / Energy charges Hour 8.00 43.90 351.20
2 Air compressor 15 cmm ( ele ) Hour 5.00 138.80 694.00
Fuel / Energy charges Hour 5.00 962.30 4811.50
3 Jack hammer ( 4 x 5 hrs ) Hour 20.00 19.80 396.00
Fuel / Energy charges Hour 20.00 0.00 0.00
4 Pusher leg Hour 20.00 12.70 254.00
Fuel / Energy charges Hour 20.00 0.00 0.00
5 Convey mucker Hour 6.50 822.80 5348.20
Fuel / Energy charges Hour 6.50 267.90 1741.35
6 Dumper ( 1 x 6.5 hrs ) Hour 6.50 580.70 3774.55
Fuel / Energy charges Hour 6.50 409.60 2662.40
7 Pump 10 hp ( ele ) Hour 5.00 6.70 33.50
Fuel / Energy charges Hour 5.00 77.00 385.00
8 Ventilation fans 20 hp Hour 1.00 11.50 11.50
Fuel / Energy charges Hour 1.00 154.00 154.00
9 Sundries(explosive van / magazine ) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 23604.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling jumbo Hour 8.00 163.30 1306.40
2 Crew for Air compressor Hour 5.00 163.30 816.50
3 Crew for Jack hammer Hour 20.00 306.20 6124.00
4 Crew for Convey mucker Hour 6.50 163.30 1061.45
5 Crew for Dumper Hour 6.50 212.20 1379.30
6 Crew for Pump Hour 5.00 77.70 388.50
7 Crew for ventilation fans Hour 1.00 26.80 26.80
8 Surveyor Day 0.50 590.00 295.00
9 Foreman Day 1.00 480.00 480.00
10 Fitter / Mechanic Day 2.00 415.00 830.00
11 Blaster ( Licensed ) Day 1.00 480.00 480.00
12 Helper blasting Day 2.00 370.00 740.00
13 Hammerman Day 2.00 370.00 740.00
14 work inspector 1 in each shift Day 3.00 400.00 1200.00

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 Tunnel and Allied Works - Item Unit Rates 2014-15

15 Khalasi for mucking shift 4 Nos Day 4.00 415.00 1660.00

16 mazdoor
for mucking shift 4 Nos Day 4.00 310.00 1240.00
for other 2 shifts 1 No each shift Day 2.00 310.00 620.00
for cleaning & miscellaneous Day 2.00 310.00 620.00
Total cost of Labour Rs: 20007.95
labour component/unit qty 519.70
Add contractor's profit and overhead charges 13.615% 70.80
labour component/unit qty (including contractor's profit) 590.50

ABSTRACT:
A. Cost of Materials Rs: 10513.32
B. Hire charges of Machinery Rs: 23604.40
C. Cost of Labour Rs: 20007.95
Total Rs: 54125.67
Add for Air and Water line @ 1.00% Rs: 541.26
Add for Ventilation @ 4.50% Rs: 2435.66
Add for Lighting @ 1.60% Rs: 866.01
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1353.14
Total Rs: 59321.73
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 8076.65
Total cost for 38.50 cum Rs: 67398.38
Rate per cum (A+B+C+D)/38.50 Rs: 1750.60

IRR-TAW-1-2 Excavation for vertical / inclined shaft in all types of soft / hard rock including cost of all
materials, machinery, labour, shoring, strutting, scaling excavated surface, ventilation, lighting,
drainage, removing and hauling excavated muck outside shaft upto specified dump area and
all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

DATA RATE ANALYSIS UNIT : 30.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Small dia explosive kg 32.00 70.00 2240.00
2 Electric detonator Nos 65.00 13.00 845.00
3 Detonating fuse coil Rm 50.00 11.00 550.00
4 Use rate of drill rod 1.6 m long Rm 95.00 27.67 2628.33
5 Reconditioning charges @ 10% 262.83
6 Use rate of air hose Hour 18.00 23.13 416.25
7 Use rate of water hose Hour 16.00 23.13 370.00
8 Use rate of rail track Shift 3.00 130.01 390.04
9 Use rate of mucking bucket Hour 24.00 22.20 532.68
10 Sundries( paint / template etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 8275.14

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 15 cmm ( ele ) Hour 4.50 138.80 624.60
Fuel / Energy charges Hour 4.50 962.30 4330.35
2 Jack hammer ( 4 x 4 hrs ) Hour 16.00 19.80 316.80
Fuel / Energy charges Hour 16.00 0.00 0.00
3 Pump 10 hp ( ele ) Hour 4.00 6.70 26.80
Fuel / Energy charges Hour 4.00 77.00 308.00
4 Pump 20 hp electric Hour 2.00 12.30 24.60
Fuel / Energy charges Hour 2.00 154.00 308.00
5 Winch 35 hp electric Hour 28.00 129.40 3623.20
Fuel / Energy charges Hour 28.00 188.60 5280.80
6 Tipping tub 1.5 cum Hour 24.00 64.20 1540.80
Fuel / Energy charges Hour 24.00 0.00 0.00
7 Sundries(explosive van / magazine ) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 16423.95

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 4.50 163.30 734.85
2 Crew for Jack hammer Hour 16.00 306.20 4899.20

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 Tunnel and Allied Works - Item Unit Rates 2014-15

3 Crew for Pump 10 hp Hour 4.00 77.70 310.80

4 Crew for Pump 20 hp Hour 2.00 77.70 155.40
5 Crew for Winch Hour 28.00 244.90 6857.20
6 Surveyor Day 0.50 590.00 295.00
7 Foreman Day 4.00 480.00 1920.00
8 Fitter / Mechanic Day 2.00 415.00 830.00
9 Blaster ( Licensed ) Day 1.00 480.00 480.00
10 Helper blasting Day 2.00 370.00 740.00
11 Hammerman 1 No. in each shift Day 3.00 370.00 1110.00
12 work inspector 1 in each shift Day 4.00 400.00 1600.00
13 Khalasi for mucking 2 Nos in each shift Day 6.00 415.00 2490.00
14 mazdoor
for mucking 8 Nos in each shift Day 24.00 310.00 7440.00
for other 2 shifts 1 No / shift Day 2.00 310.00 620.00
for cleaning & miscellaneous Day 2.00 310.00 620.00
Total cost of Labour Rs: 31102.45
labour component/unit qty 1036.70
Add contractor's profit and overhead charges 13.615% 141.10
labour component/unit qty (including contractor's profit) 1177.80

ABSTRACT:
A. Cost of Materials Rs: 8275.14
B. Hire charges of Machinery Rs: 16423.95
C. Cost of Labour Rs: 31102.45
Total Rs: 55801.54
Add for Air and Water line @ 1.00% Rs: 558.02
Add for Ventilation @ 4.50% Rs: 2511.07
Add for Lighting @ 1.60% Rs: 892.82
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1395.04
Total Rs: 61158.48
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 8326.73
Total cost for 30.00 cum Rs: 69485.21
Rate per cum (A+B+C+D)/30.0 Rs: 2316.20

IRR-TAW-1-3 Excavation for tunnel by tunnelling methods in rock not requiring supports including cost
of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation,
lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified
dump area and all other ancillary operations etc., complete with initial lead upto 1 km and
all lifts.

DATA: Size of tunnel assumed ( finished section ) : 4.50 m dia

Shape of tunnel assumed for excavation : D - shape
Height of tunnel assumed ( finished section ) : 4.50 m
Length of tunnel assumed : 1000 m
Thickness of CC lining : 0.30 m
Pay-line margin assumed : 0.20 m
Diameter of tunnel upto pay line for excavation : 5.50 m
Distance of dump yard from face :within 500 m
Haulage of excavated muck : By dumpers

DATA: RATE ANALYSIS UNIT : 48.60 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Small dia explosive kg 54.00 70.00 3780.00
2 Delay detonators Nos 68.00 23.00 1564.00
3 Electric detonators Nos 10.00 13.00 130.00
4 Detonating fuse coil Rm 50.00 11.00 550.00

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5 Use rate of drill rod 2.5 m long Rm 150.00 42.67 6400.00

Reconditioning charges @ 10% 640.00
6 Use rate of air hose Hour 24.00 5.78 138.75
7 Use rate of water hose Hour 24.00 5.78 138.75
8 Sundries( paint / template etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 13381.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling jumbo Hour 10.00 368.40 3684.00
Fuel / Energy charges Hour 10.00 43.90 439.00
2 Air compressor 15 cmm ( ele ) Hour 6.50 138.80 902.20
Fuel / Energy charges Hour 6.50 962.30 6254.95
3 Jack hammer ( 4 x 6.5 hrs ) Hour 26.00 19.80 514.80
Fuel / Energy charges Hour 26.00 0.00 0.00
4 Pusher leg Hour 26.00 12.70 330.20
Fuel / Energy charges Hour 26.00 0.00 0.00
5 Convey mucker Hour 6.00 822.80 4936.80
Fuel / Energy charges Hour 6.00 267.90 1607.40
6 Dumper ( 2 x 6 hrs ) Hour 12.00 580.70 6968.40
Fuel / Energy charges Hour 12.00 409.60 4915.20
7 Pump 10 hp ( ele ) Hour 6.50 6.70 43.55
Fuel / Energy charges Hour 6.50 77.00 500.50
8 Ventilation fans 20 hp Hour 2.00 11.50 23.00
Fuel / Energy charges Hour 2.00 154.00 308.00
9 Sundries(explosive van / magazine ) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 31468.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling jumbo Hour 10.00 163.30 1633.00
2 Crew for Air compressor Hour 6.50 163.30 1061.45
3 Crew for Jack hammer Hour 26.00 306.20 7961.20
4 Crew for Convey mucker Hour 6.00 163.30 979.80
5 Crew for Dumper Hour 12.00 212.20 2546.40
6 Crew for Pump Hour 6.50 77.70 505.05
7 Crew for ventilation fans Hour 2.00 26.80 53.60
8 Surveyor Day 0.50 590.00 295.00
9 Foreman Day 1.00 480.00 480.00
10 Fitter / Mechanic Day 2.00 415.00 830.00
11 Blaster ( Licensed ) Day 1.00 480.00 480.00
12 Helper blasting Day 2.00 370.00 740.00
13 Hammerman Day 2.00 370.00 740.00
14 work inspector 1 in each shift Day 3.00 400.00 1200.00
15 Khalasi for mucking shift 4 Nos Day 4.00 415.00 1660.00
16 mazdoor
for mucking shift 8 Nos Day 8.00 310.00 2480.00
for other 2 shifts 1 No each shift Day 2.00 310.00 620.00
for cleaning & miscellaneous Day 2.00 310.00 620.00
Total cost of Labour Rs: 24885.50
labour component/unit qty 512.00
Add contractor's profit and overhead charges 13.615% 69.70
labour component/unit qty (including contractor's profit) 581.70

ABSTRACT:
A. Cost of Materials Rs: 13381.50
B. Hire charges of Machinery Rs: 31468.00
C. Cost of Labour Rs: 24885.50
Total Rs: 69735.00
Add for Air and Water line @ 1.00% Rs: 697.35
Add for Ventilation @ 4.50% Rs: 3138.08
Add for Lighting @ 1.60% Rs: 1115.76
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1743.38
Total Rs: 76429.56
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 10405.88
Total cost for 48.60 cum Rs: 86835.44
Rate per cum (A+B+C+D)/48.60 Rs: 1786.70

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IRR-TAW-1-4 Excavation for tunnel by tunnelling methods including excavation for supports in all types of
soil / rock strata requiring supports ( excluding cost of providing supports ) including cost of
all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage,
removing and hauling the excavated muck outside tunnel upto specified dump area and all
other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 46.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Small dia explosive kg 41.00 70.00 2870.00
2 Delay detonators Nos 77.00 23.00 1771.00
3 Electric detonators Nos 10.00 13.00 130.00
4 Detonating fuse coil Rm 50.00 11.00 550.00
5 Use rate of drill rod 2.5 m long Rm 144.00 42.67 6144.00
Reconditioning charges @ 10% 614.40
6 Use rate of air hose Hour 24.00 5.78 138.75
7 Use rate of water hose Hour 24.00 5.78 138.75
8 Sundries( paint / template etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 12396.90

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling jumbo Hour 11.00 368.40 4052.40
Fuel / Energy charges Hour 11.00 43.90 482.90
2 Air compressor 15 cmm ( ele ) Hour 6.00 138.80 832.80
Fuel / Energy charges Hour 6.00 962.30 5773.80
3 Jack hammer ( 4 x 6 hrs ) Hour 24.00 19.80 475.20
Fuel / Energy charges Hour 24.00 0.00 0.00
4 Pusher leg Hour 24.00 12.70 304.80
Fuel / Energy charges Hour 24.00 0.00 0.00
5 Convey mucker Hour 6.00 822.80 4936.80
Fuel / Energy charges Hour 6.00 267.90 1607.40
6 Dumper ( 2 x 6 hrs ) Hour 12.00 580.70 6968.40
Fuel / Energy charges Hour 12.00 409.60 4915.20
7 Pump 10 hp ( ele ) Hour 6.00 6.70 40.20
Fuel / Energy charges Hour 6.00 77.00 462.00
8 Ventilation fans 20 hp Hour 2.00 11.50 23.00
Fuel / Energy charges Hour 2.00 154.00 308.00
9 Sundries(explosive van / magazine ) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 31222.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling jumbo Hour 11.00 163.30 1796.30
2 Crew for Air compressor Hour 6.00 163.30 979.80
3 Crew for Jack hammer Hour 24.00 306.20 7348.80
4 Crew for Convey mucker Hour 6.00 163.30 979.80
5 Crew for Dumper Hour 12.00 212.20 2546.40
6 Crew for Pump Hour 6.00 77.70 466.20
7 Crew for ventilation fans Hour 2.00 26.80 53.60
8 Surveyor Day 0.50 590.00 295.00
9 Foreman Day 1.00 480.00 480.00
10 Fitter / Mechanic Day 2.00 415.00 830.00
11 Blaster ( Licensed ) Day 1.00 480.00 480.00
12 Helper blasting Day 2.00 370.00 740.00
13 Hammerman 2 Nos Day 2.00 370.00 740.00
14 work inspector 1 in each shift Day 3.00 400.00 1200.00
15 Khalasi for mucking shift 4 Nos Day 4.00 415.00 1660.00
16 mazdoor
for mucking shift 8 Nos Day 8.00 310.00 2480.00
for other 2 shifts 1 No each shift Day 2.00 310.00 620.00
for cleaning & miscellaneous Day 2.00 310.00 620.00
Total cost of Labour Rs: 24315.90
labour component/unit qty 528.60
Add contractor's profit and overhead charges 13.615% 72.00

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labour component/unit qty (including contractor's profit) 600.60

ABSTRACT:
A. Cost of Materials Rs: 12396.90
B. Hire charges of Machinery Rs: 31222.90
C. Cost of Labour Rs: 24315.90
Total Rs: 67935.70
Add for Air and Water line @ 1.00% Rs: 679.36
Add for Ventilation @ 4.50% Rs: 3057.11
Add for Lighting @ 1.60% Rs: 1086.97
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1698.39
Total Rs: 74457.53
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 10137.39
Total cost for 46.00 cum Rs: 84594.92
Rate per cum (A+B+C+D)/46.0 Rs: 1839.00

IRR-TAW-1-5 Excavation for tunnel by heading and benching tunnelling methods including excavation
for supports in all types of soil / rock strata requiring supports ( excluding cost of providing
supports ) for roof before benching including cost of all other materials, machinery, labour,
scaling excavated surface, ventilation, lighting, drainage removing and hauling excavated muck
outside tunnel upto specified dump area and all other ancillary operations etc., complete with
initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 50.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Small dia explosive kg 44.00 70.00 3080.00
2 Delay detonators Nos 84.00 23.00 1932.00
3 Electric detonator Nos 10.00 13.00 130.00
4 Detonating fuse coil Rm 50.00 11.00 550.00
5 Use rate of drill rod 2.5 m long Rm 157.00 42.67 6698.67
Reconditioning charges @ 10% 669.87
6 Use rate of air hose Hour 26.00 5.78 150.31
7 Use rate of water hose Hour 26.00 5.78 150.31
8 Sundries( paint / template etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 13401.16

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling jumbo Hour 12.00 368.40 4420.80
Fuel / Energy charges Hour 12.00 43.90 526.80
2 Air compressor 15 cmm ( ele ) Hour 6.50 138.80 902.20
Fuel / Energy charges Hour 6.50 962.30 6254.95
3 Jack hammer ( 4 x 6.5 hrs ) Hour 26.00 19.80 514.80
Fuel / Energy charges Hour 26.00 0.00 0.00
4 Pusher leg Hour 26.00 12.70 330.20
Fuel / Energy charges Hour 26.00 0.00 0.00
5 Convey mucker Hour 6.50 822.80 5348.20
Fuel / Energy charges Hour 6.50 267.90 1741.35
6 Dumper ( 2 x 6.5 hrs ) Hour 13.00 580.70 7549.10
Fuel / Energy charges Hour 13.00 409.60 5324.80
7 Pump 10 hp ( ele ) Hour 6.50 6.70 43.55
Fuel / Energy charges Hour 6.50 77.00 500.50

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8 Ventilation fans 20 hp Hour 3.00 11.50 34.50

Fuel / Energy charges Hour 3.00 154.00 462.00
9 Sundries(explosive van / magazine ) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 33993.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling jumbo Hour 12.00 163.30 1959.60
2 Crew for Air compressor Hour 6.50 163.30 1061.45
3 Crew for Jack hammer Hour 26.00 306.20 7961.20
4 Crew for Convey mucker Hour 6.50 163.30 1061.45
5 Crew for Dumper Hour 13.00 212.20 2758.60
6 Crew for Pump Hour 6.50 77.70 505.05
7 Crew for Ventilation fan Hour 3.00 26.80 80.40
8 Surveyor Day 0.50 590.00 295.00
9 Foreman Day 1.00 480.00 480.00
10 Fitter / Mechanic Day 2.00 415.00 830.00
11 Blaster ( Licensed ) Day 2.00 480.00 960.00
12 Helper blasting Day 4.00 370.00 1480.00
13 Hammerman 2 Nos Day 2.00 370.00 740.00
14 work inspector 1 in each shift Day 3.00 400.00 1200.00
15 Khalasi
for pushing muck in heading portion Day 4.00 415.00 1660.00
for mucking shift 4 Nos Day 4.00 415.00 1660.00
16 mazdoor
for mucking shift 8 Nos Day 8.00 310.00 2480.00
for other 2 shifts 1 No each shift Day 2.00 310.00 620.00
for cleaning &miscellaneous Day 2.00 310.00 620.00
Total cost of Labour Rs: 28412.75
labour component/unit qty 568.30
Add contractor's profit and overhead charges 13.615% 77.40
labour component/unit qty (including contractor's profit) 645.70

ABSTRACT:
A. Cost of Materials Rs: 13401.16
B. Hire charges of Machinery Rs: 33993.75
C. Cost of Labour Rs: 28412.75
Total Rs: 75807.66
Add for Air and Water line @ 1.00% Rs: 758.08
Add for Ventilation @ 4.50% Rs: 3411.34
Add for Lighting @ 1.60% Rs: 1212.92
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1895.19
Total Rs: 83085.19
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 11312.05
Total cost for 50.00 cum Rs: 94397.24
Rate per cum (A+B+C+D)/50.0 Rs: 1887.90

NOTE: Where mucking is to be carried out through shaft using winch and mucking tub system
increase the basic rates for items IRR-TAW-1-3, IRR-TAW-1-4 & IRR-TAW-1-5 by 8 percent.

IRR-TAW-1-6 Removing and hauling muck overfallen due to natural causes such as geological faults
etc., out of tunnel including breaking large fragments by blasting if necessary and disposing off
the same in specified dump area or as directed including cost of all materials, machinery,
labour, ventilation, drainage, lighting and all other ancillary operations etc., complete with
initial lead upto 1 km and all lifts.

DATA RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod Rm 15.00 27.67 415.00
Reconditioning charges @ 10% 41.50
2 Explosive small dia. kg 8.00 70.00 560.00
3 Detonator ( ele ) Nos. 30.00 13.00 390.00
4 Detonating fuse coil Rm 20.00 11.00 220.00
5 Use rate of air hose Hour 4.00 5.78 23.13

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6 Use rate of water hose Hour 4.00 5.78 23.13

7 Sundries LS 1.00 20.00 20.00
Total cost of Materials Rs: 1692.75

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 15 cmm ( ele ) Hour 1.00 138.80 138.80
Fuel / Energy charges Hour 1.00 962.30 962.30
2 Jack hammer Hour 4.00 19.80 79.20
Fuel / Energy charges Hour 4.00 0.00 0.00
3 Pump 10 hp ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
4 Convey mucker Hour 6.00 822.80 4936.80
Fuel / Energy charges Hour 6.00 267.90 1607.40
5 Dumper 4.5 cum Hour 12.00 580.70 6968.40
Fuel / Energy charges Hour 12.00 409.60 4915.20
6 Sundries LS 1.00 20.00 20.00
Total hire charges of Machinery Rs: 19711.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 1.00 163.30 163.30
2 Crew for Jack hammer Hour 4.00 306.20 1224.80
3 Crew for Pump Hour 1.00 77.70 77.70
4 Crew for Convey mucker Hour 6.00 163.30 979.80
5 Crew for Dumper Hour 12.00 212.20 2546.40
6 Blaster ( Licensed ) Day 0.50 480.00 240.00
7 Helper blasting Day 0.50 370.00 185.00
8 mazdoor Day 8.00 310.00 2480.00
Total cost of Labour Rs: 7897.00
labour component/unit qty 79.00
Add contractor's profit and overhead charges 13.615% 10.80
labour component/unit qty (including contractor's profit) 89.80

ABSTRACT:
A. Cost of Materials Rs: 1692.75
B. Hire charges of Machinery Rs: 19711.80
C. Cost of Labour Rs: 7897.00
Total Rs: 29301.55
Add for Air and Water line @ 1.00% Rs: 293.02
Add for Ventilation @ 4.50% Rs: 1318.57
Add for Lighting @ 1.60% Rs: 468.82
Add for Ele sub-station / Demand charges @ 2.50% Rs: 732.54
Total Rs: 32114.50
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 4372.39
Total cost for 100.00 cum Rs: 36486.89
Rate per cum (A+B+C+D)/100.0 Rs: 364.90

IRR_TAW-2 DEWATERING & GUNITING WORKS :

IRR-TAW-2-1 Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including
providing sump wherever necessary, cost of all materials, machinery, labour, drainage, lighting,
ventilation and all other ancillary operations etc., complete.

DATA RATE ANALYSIS UNIT : 15.00 Kwhr

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of G.I.pipe 100 mm dia Hour 1.00 4.67 4.67
2 Sundries LS 0.10 20.00 2.00
Total cost of Materials Rs: 6.67

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Electric pump 20 hp Hour 1.00 12.30 12.30
2 Fuel / Energy charges Hour 1.00 154.00 154.00

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3 Sundries(Starter/Switches ete) LS 0.10 20.00 2.00

Total hire charges of Machinery Rs: 168.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew charges for Pump Hour 1.00 77.70 77.70
2 Laying & dismantling pipe LS 0.05 20.00 1.00
3 mazdoor Day 0.10 310.00 31.00
Total cost of Labour Rs: 109.70
labour component/unit qty 7.30
Add contractor's profit and overhead charges 13.615% 1.00
labour component/unit qty (including contractor's profit) 8.30

ABSTRACT:
A. Cost of Materials Rs: 6.67
B. Hire charges of Machinery Rs: 168.30
C. Cost of Labour Rs: 109.70
Total Rs: 284.67
Add for Air and Water line @ 1.00% Rs: 2.85
Add for Ventilation @ 4.50% Rs: 12.81
Add for Lighting @ 1.60% Rs: 4.55
Add for Ele sub-station / Demand charges @ 2.50% Rs: 7.12
Total Rs: 311.99
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 42.48
Total cost for 15.00 Kwhr Rs: 354.47
Rate per Kwhr (A+B+C+D)/15.0 Rs: 23.60

IRR-TAW-2-2 Providing 25 mm thick guniting to sides and arch of tunnel in cement mortar 1 : 3 proportion
by weight including cost of all materials, machinery, labour, ventilation, lighting, drainage
and all other ancillary operations etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 36.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 600.00 6.30 3780.00
2 Sand (Screened) cum 1.10 760.00 836.00
3 Use rate of grout hose 20 m Hour 8.00 5.78 46.25
4 Use rate of water hose 20 m Hour 8.00 5.78 46.25
5 Use rate of guniting nozzle Hour 8.00 3.50 28.00
6 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 4776.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Guniting equipment Hour 8.00 110.10 880.80
Fuel / Energy charges Hour 8.00 0.00 0.00
2 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40
Fuel / Energy charges Hour 8.00 433.10 3464.80
3 Pump 10 hp ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
4 Drilling jumbo Hour 4.00 368.40 1473.60
Fuel / Energy charges Hour 4.00 43.90 175.60
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 7484.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Guniting equipment Hour 8.00 204.10 1632.80
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for pump Hour 1.00 77.70 77.70
4 Crew for Drilling jumbo Hour 4.00 163.30 653.20
5 Mason Cl I Day 1.00 415.00 415.00
6 mazdoor Day 6.00 310.00 1860.00

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Total cost of Labour Rs: 5863.50

labour component/unit qty 162.90
Add contractor's profit and overhead charges 13.615% 22.20
labour component/unit qty (including contractor's profit) 185.10

ABSTRACT:
A. Cost of Materials Rs: 4776.50
B. Hire charges of Machinery Rs: 7484.90
C. Cost of Labour Rs: 5863.50
Total Rs: 18124.90
Add for Air and Water line @ 1.00% Rs: 181.25
Add for Ventilation @ 4.50% Rs: 815.62
Add for Lighting @ 1.60% Rs: 290.00
Add for Ele sub-station / Demand charges @ 2.50% Rs: 453.12
Total Rs: 19864.89
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 2704.60
Lead Charges for 1 Km for FA 1.10 cum @ 31.3 Rs./Cum 34.43
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 0.60 tonne @ 129.7 Rs./Tonne 77.82
Total cost for 36.00 sqm Rs: 22681.75
Rate per sqm (A+B+C+D)/36.0 Rs: 630.00

IRR-TAW-2-3 Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh

(new4 - 2011-12) 100 x 100x5 mm in between the two layers including cost and conveyance of all materials,
labour charges, all heads, lifts, centering, scaffolding, machine mixing,
laying concrete with shortcrete machine etc. complete as per specification and as
directed by Engineer-in-Charge

Data RATE ANALYSIS UNIT : 36.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 1548.00 6.30 9752.40
2 Sand (Screened) cum 2.41 760.00 1831.60
3 Coarse aggregate 10-4.75 mm size cum 1.03 875.00 901.25
4 Use rate of grout hose 20 m Hour 8.00 5.78 46.25
5 Use rate of water hose 20 m Hour 8.00 5.78 46.25
6 Use rate of guniting nozzle Hour 8.00 3.50 28.00
7 Welded steel wire fabric 100 x 100 x 5 mm kg 108.00 165.00 17820.00
8 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 30465.75

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Guniting equipment Hour 8.00 110.10 880.80
Fuel / Energy charges Hour 8.00 0.00 0.00
2 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40
Fuel / Energy charges Hour 8.00 433.10 3464.80
3 Pump 10 hp ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
4 Drilling jumbo Hour 4.00 368.40 1473.60
Fuel / Energy charges Hour 4.00 43.90 175.60
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 7484.90

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Guniting equipment Hour 8.00 204.10 1632.80
2 Crew for Air compressor Hour 8.00 153.10 1224.80
3 Crew for pump Hour 1.00 77.70 77.70
4 Crew for Drilling jumbo Hour 4.00 163.30 653.20
5 Mason Cl I Day 1.00 415.00 415.00
6 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 5863.50
labour component/unit qty 162.90
Add contractor's profit and overhead charges 13.615% 22.20

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labour component/unit qty (including contractor's profit) 185.10

ABSTRACT:
A. Cost of Materials Rs: 30465.75
B. Hire charges of Machinery Rs: 7484.90
C. Cost of Labour Rs: 5863.50
Total Rs: 43814.15
Add for Air and Water line @ 1.00% Rs: 438.14
Add for Ventilation @ 4.50% Rs: 1971.64
Add for Lighting @ 1.60% Rs: 701.03
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1095.35
Total Rs: 48020.31
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 6537.96
Lead Charges for 1 Km for FA 2.41 cum @ 31.3 Rs./Cum 75.433
Lead Charges for 1 Km for CA 1.03 cum @ 30.2 Rs./Cum 31.106
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 1.55 tonne @ 129.7 Rs./Tonne 200.7756
Total cost for 36.00 sqm Rs: 54865.59
Rate per sqm (A+B+C+D)/36.0 Rs: 1524.00

IRR_TAW-3 TEMPORARY & PERMANENT SUPPORTS :

IRR-TAW-3-1 Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge type
anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered
wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all
materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations
etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 20.00 Rm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rein.Steel with 5 % wastage kg 86.91 40.00 3476.55
2 Steel plate for washers kg 65.94 40.00 2637.60
Steel plate for wedges kg 6.18 40.00 247.28
3 M S Nuts for bolts kg 4.00 90.00 360.00
4 Use rate of drill rod Rm 20.00 42.67 853.33
Reconditioning charges @ 10% 85.33
5 Use rate of air hose 4 Nos Hour 6.00 5.78 34.69
6 Use rate of water hose 4 Nos Hour 6.00 5.78 34.69
7 Sundries ( gas for cutting / heating etc ) LS 5.00 20.00 100.00
Total cost of Materials Rs: 7829.47

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 15 cmm ( ele ) Hour 1.50 138.80 208.20
Fuel / Energy charges Hour 1.50 962.30 1443.45
2 Pump 10 hp ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
3 Jack hammer Hour 6.00 19.80 118.80
Fuel / Energy charges Hour 6.00 0.00 0.00
4 Pusher leg Hour 6.00 12.70 76.20
Fuel / Energy charges Hour 6.00 0.00 0.00
5 Drilling jumbo Hour 4.00 368.40 1473.60
Fuel / Energy charges Hour 4.00 43.90 175.60
6 Sundries ( lathe, blower etc ) LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 3679.55

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 1.50 163.30 244.95
2 Crew for pump Hour 1.00 77.70 77.70
3 Crew for Jack hammer Hour 6.00 306.20 1837.20
4 Crew for Drilling jumbo Hour 4.00 163.30 653.20
5 Fitter Day 0.50 415.00 207.50
6 Gas cutter Day 1.00 415.00 415.00

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7 Turner Day 1.00 480.00 480.00

8 Blacksmith Day 1.00 415.00 415.00
9 Khalasi ( 2 x 0.5 ) Day 1.00 415.00 415.00
10 Hammerman Day 0.50 370.00 185.00
11 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 5550.55
labour component/unit qty 277.50
Add contractor's profit and overhead charges 13.615% 37.80
labour component/unit qty (including contractor's profit) 315.30

ABSTRACT:
A. Cost of Materials Rs: 7829.47
B. Hire charges of Machinery Rs: 3679.55
C. Cost of Labour Rs: 5550.55
Total Rs: 17059.57
Add for Air and Water line @ 1.00% Rs: 170.60
Add for Ventilation @ 4.50% Rs: 767.68
Add for Lighting @ 1.60% Rs: 272.95
Add for Ele sub-station / Demand charges @ 2.50% Rs: 426.49
Total Rs: 18697.29
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 2545.64
Lead Charges for 1Km for Steel (including
Loading and Unloading Charges) 0.16 tonne @ 151.5 Rs./Tonne 24.09389719
Total cost for 20.00 Rm Rs: 21267.01
Rate per Rm (A+B+C+D)/20.0 Rs: 1063.40

IRR-TAW-3-2 Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsule
anchorage including drilling 35 mm dia holes, inserting grout capsule, driving bolt,fixing 10 mm
thick plate washers and nuts and tightening the same by torque wrench after hardening of
cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other
ancillary operations etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 20.00 Rm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rein.Steel with 5 % wastage kg 86.91 40.00 3476.55
2 Steel plate for washers kg 65.94 40.00 2637.60
3 Resin bond cement grout capsule Nos. 2.00 40.00 80.00
4 M S Nuts for bolts kg 4.00 90.00 360.00
5 Use rate of drill rod Rm 20.00 42.67 853.33
Reconditioning charges @ 10% 85.33
6 Use rate of air hose 4 Nos Hour 6.00 5.78 34.69
7 Use rate of water hose 4 Nos Hour 6.00 5.78 34.69
8 Sundries(gas for cutting etc) LS 3.00 20.00 60.00
Total cost of Materials Rs: 7622.19

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 15 cmm ( ele ) Hour 1.50 138.80 208.20
Fuel / Energy charges Hour 1.50 962.30 1443.45
2 Pump 10 hp ( ele ) Hour 1.00 6.70 6.70
Fuel / Energy charges Hour 1.00 77.00 77.00
3 Jack hammer Hour 6.00 19.80 118.80
Fuel / Energy charges Hour 6.00 0.00 0.00
4 Pusher leg Hour 6.00 12.70 76.20
Fuel / Energy charges Hour 6.00 0.00 0.00
5 Drilling jumbo Hour 4.00 368.40 1473.60
Fuel / Energy charges Hour 4.00 43.90 175.60
6 Sundries ( lathe, etc ) LS 3.00 20.00 60.00
Total hire charges of Machinery Rs: 3639.55

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 1.50 163.30 244.95

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2 Crew for pump Hour 1.00 77.70 77.70

3 Crew for Jack hammer Hour 6.00 306.20 1837.20
4 Crew for Drilling jumbo Hour 4.00 163.30 653.20
5 Fitter Day 0.50 370.00 185.00
6 Gas cutter Day 1.00 415.00 415.00
7 Turner Day 1.00 480.00 480.00
8 Khalasi ( 2 x 0.5 ) Day 1.00 415.00 415.00
9 Hammerman Day 0.50 370.00 185.00
10 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 5113.05
labour component/unit qty 255.70
Add contractor's profit and overhead charges 13.615% 34.80
labour component/unit qty (including contractor's profit) 290.50

ABSTRACT:
A. Cost of Materials Rs: 7622.19
B. Hire charges of Machinery Rs: 3639.55
C. Cost of Labour Rs: 5113.05
Total Rs: 16374.79
Add for Air and Water line @ 1.00% Rs: 163.75
Add for Ventilation @ 4.50% Rs: 736.87
Add for Lighting @ 1.60% Rs: 262.00
Add for Ele sub-station / Demand charges @ 2.50% Rs: 409.37
Total Rs: 17946.77
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 2443.45
Lead Charges for 1Km for Steel (including
Loading and Unloading Charges) 0.15 tonne @ 151.5 Rs./Tonne 23.15734313
Total cost for 20.00 Rm Rs: 20413.38
Rate per Rm (A+B+C+D)/20.0 Rs: 1020.70

IRR-TAW-3-3 Providing, fabricating and fixing in position permanent structural steel supports as per details
including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting,
ventilation, drainage and all other ancillary operations etc., complete with initial lead upto
1 km and all lifts.

Data RATE ANALYSIS UNIT : 1.00 tonne

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel beams kg 760.00 40.00 30400.00
2 Structural steel plates kg 115.00 40.00 4600.00
3 Steel bars for tie rods & anchors kg 150.00 40.00 6000.00
4 For cutting sections:
Oxygen gas @ 2.4 cum / t cum 2.40 45.00 108.00
Acetylene gas @ 0.8 cum / t cum 0.80 330.00 264.00
5 For welding sections:
Electrodes 4 x 300 mm @ 125 Nos / t Nos. 125.00 11.00 1375.00
6 For field connections:
M.S.Bolts / Nuts & Washers kg 50.00 90.00 4500.00
7 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 47347.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Bending machine Hour 8.00 42.60 340.80
Fuel / Energy charges Hour 8.00 115.50 924.00
2 Welding set Hour 16.00 16.00 256.00

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Fuel / Energy charges Hour 16.00 92.40 1478.40

3 Drilling Jumbo Hour 12.00 368.40 4420.80
Fuel / Energy charges Hour 12.00 43.90 526.80
4 Sundries ( lathe / drilling / grinder ) LS 30.00 20.00 600.00
Total hire charges of Machinery Rs: 8546.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling Jumbo Hour 12.00 163.30 1959.60
2 Crew fir Bending machine Hour 8.00 122.50 980.00
3 For cutting & preparing sections:
Structural steel Marker Day 1.00 480.00 480.00
Gas cutter Day 2.00 415.00 830.00
Fitter Day 2.00 415.00 830.00
Turner / Driller Day 3.00 480.00 1440.00
Khalasi Day 2.00 415.00 830.00
Helper fabrication Day 4.00 370.00 1480.00
4 For welding sections:
Welder Day 2.00 415.00 830.00
Helper fabrication Day 2.00 370.00 740.00
Khalasi Day 2.00 415.00 830.00
5 For erection of supports:
Foreman Day 1.00 480.00 480.00
Structural steel Erector Day 2.00 480.00 960.00
Helper erector Day 2.00 370.00 740.00
Khalasi Day 4.00 415.00 1660.00
Total cost of Labour Rs: 15069.60
labour component/unit qty 15069.60
Add contractor's profit and overhead charges 13.615% 2051.70
labour component/unit qty (including contractor's profit) 17121.30

ABSTRACT:
A. Cost of Materials Rs: 47347.00
B. Hire charges of Machinery Rs: 8546.80
C. Cost of Labour Rs: 15069.60
Total Rs: 70963.40
Add for Air and Water line @ 1.00% Rs: 709.63
Add for Ventilation @ 4.50% Rs: 3193.35
Add for Lighting @ 1.60% Rs: 1135.41
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1774.09
Total Rs: 77775.89
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 10589.19
Lead Charges for 1Km for Steel (including
Loading and Unloading Charges) 1.03 tonne @ 151.5 Rs./Tonne 155.2875

Total cost for 1.00 tonne Rs: 88520.36

Rate per tonne (A+B+C+D)/1.0 Rs: 88520.40

IRR-TAW-3-4 Providing, fabricating and fixing in position temperary structural steel supports as per details
and dismantling the same before concreting including cost of all materials, machinery, labour,
cutting, bending, welding, grinding, ventilation, lighting, drainage and all other ancillary
operations etc.,complete with initial lead upto 1 km and all lifts.

DATA RATE ANALYSIS UNIT : 1.00 tonne

A. MATERIALS (for 20 uses):
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel beams kg 760.00 40.00 30400.00
2 Structural steel plates kg 115.00 40.00 4600.00
3 Tie rods & anchors kg 150.00 40.00 6000.00
4 For cutting sections:
Oxygen gas @ 2.40 cum / t cum 2.40 45.00 108.00
Acetylene @ 0.8 cum / t cum 0.80 330.00 264.00
5 For welding sections:
Electrodes @ 125 Nos / t Nos. 125.00 11.00 1375.00
6 For field connections:
M.S.Bolts / Nuts / Washers kg 50.00 90.00 4500.00

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7 Sundries LS 20.00 20.00 400.00

Total cost of Materials for 20 uses of supports Rs: 47647.00
Cost per use considering 20 uses Rs: 2382.35

B. MACHINERY (for fabrication):

Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Bending machine Hour 8.00 42.60 340.80
Fuel / Energy charges Hour 8.00 115.50 924.00
2 Welding set Hour 16.00 16.00 256.00
Fuel / Energy charges Hour 16.00 92.40 1478.40
3 Sundries LS 30.00 20.00 600.00
Total hire charges of Machinery Rs: 3599.20
Cost per use considering 20 uses Rs: 179.96

B. MACHINERY (for erection and dismantling):

Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling Jumbo Hour 18.00 368.40 6631.20
Fuel / Energy charges Hour 18.00 43.90 790.20
2 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 7621.40

C. LABOUR ( for fabrication ):

Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Bending machine Hour 8.00 122.50 980.00
2 For cutting & preparing sections:
Structural steel Marker Day 1.00 480.00 480.00
Gas cutter Day 2.00 415.00 830.00
Fitter Day 2.00 415.00 830.00
Turner / Driller Day 3.00 480.00 1440.00
Khalasi Day 2.00 415.00 830.00
Helper fabrication Day 4.00 370.00 1480.00
3 For welding sections:
Welder Day 2.00 415.00 830.00
Helper fabrication Day 2.00 370.00 740.00
Khalasi Day 2.00 415.00 830.00
Total cost of Labour Rs: 9270.00
Cost per use considering 20 uses Rs: 463.50

C. LABOUR ( for erection ):

Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling jumbo Hour 8.00 163.30 1306.40
2 For erection of supports:
Foreman Day 1.00 480.00 480.00
Structural steel Erector Day 2.00 480.00 960.00
Helper erector Day 2.00 370.00 740.00
Khalasi Day 4.00 415.00 1660.00
3 For dismantling of supports:
Foreman Day 0.50 480.00 240.00
Structural steel Erector Day 1.00 480.00 480.00
Helper erector Day 1.00 370.00 370.00
Khalasi Day 2.00 415.00 830.00
Total cost of Labour Rs: 7066.40
labour component/unit qty 7529.90
Add contractor's profit and overhead charges 13.615% 1025.20
labour component/unit qty (including contractor's profit) 8555.10

ABSTRACT:
A. Cost of Materials Rs: 2382.35
B. Hire charges of Machinery for fabrication Rs: 179.96
C. Hire charges of Machinery for erection and dismantling Rs: 7621.40
D. Cost of Labour for fabrication Rs: 463.50
E. Cost of Labour for erection and dismantling Rs: 7066.40
Total Rs: 17713.61
Add for Air and Water line @ 1.00% Rs: 177.14
Add for Ventilation @ 4.50% Rs: 797.11
Add for Lighting @ 1.60% Rs: 283.42
Add for Ele sub-station / Demand charges @ 2.50% Rs: 442.84

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Total Rs: 19414.12

D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 2643.23
Lead Charges for 1Km for Steel (including
Loading and Unloading Charges) 1.03 tonne @ 151.5 Rs./Tonne 155.2875
Total cost for 1.00 tonne Rs: 22212.64
Rate per tonne (A+B+C+D)/1.0 Rs: 22212.60

IRR-TAW-3-5 Providing and fixing hard variety cut jungle wood for lagging / blocking locations in tunnel
wherever required including cost of all materials, machinery, labour, fixing in position, lighting,
ventilation, drainage etc complete with all leads and lifts.

DATA: RATE ANALYSIS UNIT : 1.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cut jungle wood cum 1.05 24600.00 25830.00
2 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 25870.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling jumbo Hour 2.00 368.40 736.80
Fuel / Energy charges Hour 2.00 43.90 87.80
Total hire charges of Machinery Rs: 824.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling jumbo Hour 2.00 163.30 326.60
2 Carpenter Cl II Day 1.00 370.00 370.00
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1316.60
labour component/unit qty 1316.60
Add contractor's profit and overhead charges 13.615% 179.30
labour component/unit qty (including contractor's profit) 1495.90

ABSTRACT:
A. Cost of Materials Rs: 25870.00
B. Hire charges of Machinery Rs: 824.60
C. Cost of Labour Rs: 1316.60
Total Rs: 28011.20
Add for Air and Water line @ 1.00% Rs: 280.11
Add for Ventilation @ 4.50% Rs: 1260.50
Add for Lighting @ 1.60% Rs: 448.18
Add for Ele sub-station / Demand charges @ 2.50% Rs: 700.28
Total Rs: 30700.28
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 4179.84
Total cost for 1.00 cum Rs: 34880.12
Rate per cum (A+B+C+D)/1.0 Rs: 34880.10

IRR_TAW-4 MASONRY WORKS :

IRR-TAW-4-1 Providing and constructing un-coursed rubble stone masonry with approved stones from
tunnel excavated muck in cement mortar 1 : 6 proportion for backfilling over cuts / slips on
tunnel sides due to geological faults etc., including cost of all materials, machinery, labour,
cleaning,scaffolding, packing mortar, wedging stone chips, curing, ventilation, lighting, drainage
complete with lead upto 1 km and all lifts.
(cement content : 95 kg/cum of masonry, Rubble stones : 0.83 cum, Stone chips : 0.13 cum,
FA : 0.40 cum)

DATA RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.

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1 Cement kg 950.00 6.30 5985.00

2 Rubble stones cum 8.30 330.00 2739.00
3 Stone chips cum 1.25 360.00 450.00
4 Sand (Screened) cum 4.00 760.00 3040.00
TOTAL Rs: 12214.00
Add for scaffolding @ 2.5% Rs: 305.35
Total cost of Materials Rs: 12519.35

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 10 hp pump ( ele ) Hour 1.00 6.70 6.70
Fuel / energy charges Hour 1.00 77.00 77.00
Total hire charges of Machinery Rs: 83.70

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 1.00 77.70 77.70
2 work inspector Day 1.00 400.00 400.00
3 Mason Class-I Day 1.00 415.00 415.00
4 Mason Class-II Day 2.00 370.00 740.00
5 mazdoor
for sorting out rubble in dump yard Day 1.00 310.00 310.00
for conveying rubble Day 2.00 310.00 620.00
for preparing mortar Day 2.00 310.00 620.00
for loading mortar pans Day 1.00 310.00 310.00
for laying & packing mortar Day 4.00 310.00 1240.00
for washing rubble / finishing / curing Day 1.00 310.00 310.00
for conveying mortar / chips Day 3.00 310.00 930.00
TOTAL Rs: 5972.70
Add for labour for scaffolding @ 15.0% Rs: 895.91
Total cost of Labour Rs: 6868.61
labour component/unit qty 686.86
Add contractor's profit and overhead charges 13.615% 93.50
labour component/unit qty (including contractor's profit) 780.40

ABSTRACT:
A. Cost of Materials Rs: 12519.35
B. Hire charges of Machinery Rs: 83.70
C. Cost of Labour Rs: 6868.61
Total Rs: 19471.66
Add for Air and Water line @ 1.00% Rs: 194.72
Add for Ventilation @ 4.50% Rs: 876.22
Add for Lighting @ 1.60% Rs: 311.55
Add for Ele sub-station / Demand charges @ 2.50% Rs: 486.79
Total Rs: 21340.93
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 2905.57
Lead Charges for 1 Km for FA 4.00 cum @ 31.3 Rs./Cum 125.2
Lead Charges for 1 Km for Stones and Stone Chips9.55 cum @ 30.2 Rs./Cum 288.41
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 0.95 tonne @ 129.7 Rs./Tonne 123.215
Total cost for 10.00 cum Rs: 24783.33
Rate per cum (A+B+C+D)/10.0 Rs: 2478.30

IRR_TAW-5 REINFORCEMENT & CONCRETE WORKS :

IRR-TAW-5-1 Providing, fabricating and placing in position reinforcement steel for tunnel RCC works
including cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever
required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour,
machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.

DATA RATE ANALYSIS UNIT : 1.00 tonne

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rein.Steel with 5 % wastage tonne 1.05 40000.00 42000.00

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2 Binding wire 1.25 mm dia kg 13.50 70.00 945.00

3 Sundries ( chairs / spacers etc ) LS 5.00 20.00 100.00
Total cost of Materials Rs: 43045.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Bar bender Day 9.00 490.00 4410.00
2 mazdoor Day 15.00 310.00 4650.00
Total cost of Labour Rs: 9060.00
labour component/unit qty 9060.00
Add contractor's profit and overhead charges 13.615% 1233.50
labour component/unit qty (including contractor's profit) 10293.50

ABSTRACT:
A. Cost of Materials Rs: 43045.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 9060.00
Total Rs: 52105.00
Add for Air and Water line @ 1.00% Rs: 521.05
Add for Ventilation @ 4.50% Rs: 2344.73
Add for Lighting @ 1.60% Rs: 833.68
Add for Ele sub-station / Demand charges @ 2.50% Rs: 1302.63
Total Rs: 57107.08
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 7775.13
Lead Charges for 1Km for Steel (including
Loading and Unloading Charges) 1.05 tonne @ 151.5 Rs./Tonne 159.075
Total cost for 1.00 tonne Rs: 65041.28
Rate per tonne (A+B+C+D)/1.0 Rs: 65041.30

IRR-TAW-5-2 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,
graded aggregates crushed from tunnel excavated muck for filling and levelling over-cuts
in bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning
bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing, lighting,
ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement
content : 220 kg / cum, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum,
Superplasticizer 0.4% by wt. of cement)

DATA RATE ANALYSIS UNIT : 28.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 6160.00 6.30 38808.00
2 Coarse aggregate 40-20 mm cum 12.60 1145.00 14427.00
Coarse aggregate 20-10 mm cum 7.56 1210.00 9147.60
Coarse aggregate 10 mm below cum 5.04 875.00 4410.00
3 Fine aggregate (Un-Screened ) cum 11.20 560.00 6272.00
4 Super Plasticizer kg 24.64 95.00 2340.80
5 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 75445.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Batching plant 2 x 1 cum Hour 8.00 405.40 3243.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
2 Agitator car 2 cum Hour 16.00 758.40 12134.40
Fuel / Energy charges Hour 16.00 893.90 14302.40
3 10 hp pump ( ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00

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4 Needle vibrator 40 mm dia Hour 8.00 8.00 64.00

Fuel / Energy charges Hour 8.00 7.70 61.60
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 33286.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Agitator car Hour 16.00 265.20 4243.20
3 Crew for Pump Hour 8.00 77.70 621.60
4 Crew for Needle vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for cleaning bed Day 2.00 310.00 620.00
for loading material bin ( Cement ) Day 3.00 310.00 930.00
for miscellaneous works at BP Day 2.00 310.00 620.00
for laying concrete Day 7.00 310.00 2170.00
for conveying laying concrete Day 14.00 310.00 4340.00
for cleaning bed Day 2.00 310.00 620.00
for washing CA / curing Day 2.00 310.00 620.00
Total cost of Labour Rs: 19320.60
labour component/unit qty 690.00
Add contractor's profit and overhead charges 13.615% 93.90
labour component/unit qty (including contractor's profit) 783.90

ABSTRACT:
A. Cost of Materials Rs: 75445.40
B. Hire charges of Machinery Rs: 33286.40
C. Cost of Labour Rs: 19320.60
Total Rs: 128052.40
Add for Air and Water line @ 1.00% Rs: 1280.52
Add for Ventilation @ 4.50% Rs: 5762.36
Add for Lighting @ 1.60% Rs: 2048.84
Add for Ele sub-station / Demand charges @ 2.50% Rs: 3201.31
Total Rs: 140345.43
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 19108.03
Lead Charges for 1 Km for FA 11.20 cum @ 31.3 Rs./Cum 350.56
Lead Charges for 1 Km for CA 25.20 cum @ 30.2 Rs./Cum 761.04
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 6.16 tonne @ 129.7 Rs./Tonne 798.952
Total cost for 28.00 cum Rs: 161364.01
Rate per cum (A+B+C+D)/28.0 Rs: 5763.00

IRR-TAW-5-3 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard,
graded aggregates crushed from tunnel muck for kerb and bed lining including cost of all
materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in
agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,
drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.
( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA RATE ANALYSIS UNIT : 28.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 9240.00 6.30 58212.00
Cement for incidentals @ 1 kg / cum kg 28.00 6.30 176.40
2 Fine aggregate (Un-Screened ) cum 11.20 560.00 6272.00
3 Coarse aggregate 40-20 mm cum 12.60 1145.00 14427.00
Coarse aggregate 20-10 mm cum 7.56 1210.00 9147.60
Coarse aggregate 10-4.75 mm cum 5.04 875.00 4410.00
4 Super plasticiser kg 36.96 95.00 3511.20
5 Use rate of shuttering for kerb / bed sqm 28.00 155.53 4354.81

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6 Sundries LS 2.00 20.00 40.00

Total cost of Materials Rs: 100551.01

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Batching plant 2 x 1.00 cum Hour 8.00 405.40 3243.20
Fuel / Energy charges Hour 8.00 346.40 2771.20
2 Agitator car 2 cum ( 2 Nos ) Hour 16.00 758.40 12134.40
Fuel / Energy charges Hour 16.00 893.90 14302.40
3 Needle Vibrator Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
4 Pump 10 hp ( Ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
5 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 33346.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Agitator car Hour 16.00 265.20 4243.20
3 Crew for vibrator Hour 8.00 146.90 1175.20
4 Crew for pump Hour 8.00 77.70 621.60
5 For scaling & cleaning bed
Hammerman Day 2.00 370.00 740.00
mazdoor Day 6.00 310.00 1860.00
6 For loading cement to BP bin
mazdoor Day 3.00 310.00 930.00
7 For miscellaneous work at BP
mazdoor Day 2.00 310.00 620.00
8 For wetting C.A & curing
mazdoor Day 2.00 310.00 620.00
9 Laying concrete for kerb/ invert
Mason Cl I Day 2.00 415.00 830.00
Mason Cl II Day 2.00 370.00 740.00
mazdoor Day 21.00 310.00 6510.00
work inspector Day 1.00 400.00 400.00
10 Labour charges for shuttering sqm 28.00 79.80 2234.40
Total cost of Labour Rs: 24070.00
labour component/unit qty 859.60
Add contractor's profit and overhead charges 13.615% 117.00
labour component/unit qty (including contractor's profit) 976.60

ABSTRACT:
A. Cost of Materials Rs: 100551.01
B. Hire charges of Machinery Rs: 33346.40
C. Cost of Labour Rs: 24070.00
Total Rs: 157967.41
Add for Air and Water line @ 1.00% Rs: 1579.67
Add for Ventilation @ 4.50% Rs: 7108.53
Add for Lighting @ 1.60% Rs: 2527.48
Add for Ele sub-station / Demand charges @ 2.50% Rs: 3949.19
Total Rs: 173132.28
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 23571.96
Lead Charges for 1 Km for FA 11.20 cum @ 31.3 Rs./Cum 350.56
Lead Charges for 1 Km for CA 25.20 cum @ 30.2 Rs./Cum 761.04
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 9.27 tonne @ 129.7 Rs./Tonne 1202.0596
Total cost for 28.00 cum Rs: 199017.90
Rate per cum (A+B+C+D)/28.0 Rs: 7107.80

IRR-TAW-5-4 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard,
graded aggregates crushed from tunnel muck for sides and arch lining including cost of all
materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in
agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,
drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.
( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),

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CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 48.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 15840.00 6.30 99792.00
Cement for incidentals @ 1 kg / cum kg 48.00 6.30 302.40
2 Fine aggregate (Un-Screened ) cum 19.20 560.00 10752.00
3 Coarse aggregate 40-20 mm cum 21.60 1145.00 24732.00
Coarse aggregate 20-10 mm cum 12.96 1210.00 15681.60
Coarse aggregate 10-4.75 mm cum 8.64 875.00 7560.00
4 Super plasticiser kg 63.36 95.00 6019.20
5 Use rate of end shuttering sqm 6.00 155.53 933.17
6 Use rate of steel gantry sqm 100.00 79.80 7980.00
7 Sundries ( placer pipe etc ) LS 5.00 20.00 100.00
Total cost of Materials Rs: 173852.37

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor ( Ele ) 8.5 cmm Hour 16.00 170.80 2732.80
Fuel / Energy charges @ 75 % load Hour 12.00 433.10 5197.20
2 Batching plant 2 x 1.00 cum Hour 12.00 405.40 4864.80
Fuel / Energy charges Hour 12.00 346.40 4156.80
3 Agitator car 2 cum ( 2 Nos ) Hour 32.00 758.40 24268.80
Fuel / Energy charges Hour 32.00 893.90 28604.80
4 Concrete placer pump Hour 16.00 102.00 1632.00
Fuel / Energy charges Hour 16.00 2.00 32.00
5 Needle Vibrator / Shutter vibrator Hour 8.00 8.00 64.00
Fuel / Energy charges Hour 8.00 7.70 61.60
6 Pump 10 hp ( Ele ) Hour 8.00 6.70 53.60
Fuel / Energy charges Hour 8.00 77.00 616.00
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 72384.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew charges for Air compressor Hour 16.00 153.10 2449.60
2 Crew charges for Batching plant Hour 16.00 318.20 5091.20
3 Crew charges for Agitator car Hour 32.00 265.20 8486.40
4 Crew charges for placer pump Hour 16.00 16.80 268.80
5 Crew charges for vibrator Hour 8.00 146.90 1175.20
6 Crew charges for Pump Hour 8.00 77.70 621.60
7 For scaling & cleaning
Stone chiseller Cl II Day 0.50 370.00 185.00
mazdoor Day 1.00 310.00 310.00
8 For dismantling / Laying track
Surveyer Day 0.50 590.00 295.00
Fitter shuttering Day 0.50 370.00 185.00
Helper shuttering 2 x 0.5 Day 1.00 370.00 370.00
Khalasi 6 x 0.5 Day 3.00 415.00 1245.00
mazdoor 2 x 0.5 Day 1.00 310.00 310.00
9 For Moving / Positioning gantry
Surveyer Day 0.50 590.00 295.00
Foreman Day 0.50 480.00 240.00
Fitter shuttering Day 0.50 370.00 185.00

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Helper shuttering 2 x 0.5 Day 1.00 370.00 370.00

Khalasi 6 x 0.5 Day 3.00 415.00 1245.00
mazdoor 2 x 0.5 Day 1.00 310.00 310.00
10 For loading cement to BP bin
mazdoor Day 5.00 310.00 1550.00
11 For miscellaneous works of BP
mazdoor Day 2.00 310.00 620.00
12 For Erection/Dismantling bulk head sqm 6.00 79.80 478.80
13 For Laying concrete by placer
Masom Cl I Day 3.00 415.00 1245.00
mazdoor Day 9.00 310.00 2790.00
work inspector Day 3.00 400.00 1200.00
14 For wetting C.A / Curing etc
mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 32451.60
labour component/unit qty 676.10
Add contractor's profit and overhead charges 13.615% 92.10
labour component/unit qty (including contractor's profit) 768.20

ABSTRACT:
A. Cost of Materials Rs: 173852.37
B. Hire charges of Machinery Rs: 72384.40
C. Cost of Labour Rs: 32451.60
Total Rs: 278688.37
Add for Air and Water line @ 1.00% Rs: 2786.88
Add for Ventilation @ 4.50% Rs: 12540.98
Add for Lighting @ 1.60% Rs: 4459.01
Add for Ele sub-station / Demand charges @ 2.50% Rs: 6967.21
Total Rs: 305442.46
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 41585.99
Lead Charges for 1 Km for FA 19.20 cum @ 31.3 Rs./Cum 600.96
Lead Charges for 1 Km for CA 43.20 cum @ 30.2 Rs./Cum 1304.64
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 15.89 tonne @ 129.7 Rs./Tonne 2060.6736
Total cost for 48.00 cum Rs: 350994.72
Rate per cum (A+B+C+D)/48.0 Rs: 7312.40

IRR-TAW-6 DRILLING & GROUTING WORKS :

IRR-TAW-6-1 Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack
hammer or stooper drills as directed to specified depth for consolidation / contact grouting
including cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, drainage
and all other ancillary operations etc., complete.

DATA: RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod Rm 100.00 42.67 4266.67
Reconditioning charges @ 10% 426.67
2 Use rate of air hose 4 Nos Hour 32.00 5.78 185.00
3 Use rate of water hose 4 Nos Hour 32.00 5.78 185.00
4 Sundries LS 3.00 20.00 60.00
Total cost of Materials Rs: 5123.33

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 15 cmm ( ele ) Hour 8.00 138.80 1110.40
Fuel / Energy charges Hour 8.00 962.30 7698.40
2 Pump 10 hp ( ele ) Hour 4.00 6.70 26.80
Fuel / Energy charges Hour 4.00 77.00 308.00
3 Jack hammer Hour 32.00 19.80 633.60
Fuel / Energy charges Hour 32.00 0.00 0.00
4 Pusher leg Hour 32.00 12.70 406.40
Fuel / Energy charges Hour 32.00 0.00 0.00
5 Drilling jumbo Hour 8.00 368.40 2947.20
Fuel / Energy charges Hour 8.00 43.90 351.20
6 Sundries LS 5.00 20.00 100.00

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Total hire charges of Machinery Rs: 13582.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew charges for Air compressor Hour 8.00 163.30 1306.40
2 Crew charges for Pump Hour 4.00 77.70 310.80
3 Crew charges for Jack Hammer Hour 32.00 306.20 9798.40
4 Crew charges for Drilling Jumbo Hour 8.00 163.30 1306.40
5 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 13342.00
labour component/unit qty 133.40
Add contractor's profit and overhead charges 13.615% 18.20
labour component/unit qty (including contractor's profit) 151.60

ABSTRACT:
A. Cost of Materials Rs: 5123.33
B. Hire charges of Machinery Rs: 13582.00
C. Cost of Labour Rs: 13342.00
Total Rs: 32047.33
Add for Air and Water line @ 1.00% Rs: 320.47
Add for Ventilation @ 4.50% Rs: 1442.13
Add for Lighting @ 1.60% Rs: 512.76
Add for Ele sub-station / Demand charges @ 2.50% Rs: 801.18
Total Rs: 35123.88
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 4782.12
Total cost for 100.00 Rm Rs: 39905.99
Rate per Rm (A+B+C+D)/100.0 Rs: 399.10

IRR-TAW-6-2 Grouting cement slurry in grout holes under specified pressure for consolidation / contact
grouting including cost of all materials, machinery, labour, redrilling wherever necessary,
ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 km
and all lifts.

DATA:
RATE ANALYSIS UNIT : 1.50 tonne
A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement tonne 1.50 6300.00 9450.00
2 Use rate of grouting hose 50 m Hour 8.00 11.56 92.50
3 Use rate of water hose 50 m Hour 8.00 11.56 92.50
4 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 9675.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Grouting machine Hour 8.00 24.90 199.20
Fuel / Energy charges Hour 8.00 38.50 308.00
2 Pump 10 hp ( ele ) Hour 2.00 6.70 13.40
Fuel / Energy charges Hour 2.00 77.00 154.00
3 Drilling jumbo Hour 2.00 368.40 736.80
Fuel / Energy charges Hour 2.00 43.90 87.80
4 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 1539.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Grout pump Hour 8.00 244.90 1959.20
2 Crew for pump Hour 2.00 77.70 155.40
3 Crew for Drilling jumbo Hour 2.00 163.30 326.60
4 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 3061.20
labour component/unit qty 2040.80
Add contractor's profit and overhead charges 13.615% 277.90
labour component/unit qty (including contractor's profit) 2318.70

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ABSTRACT:
A. Cost of Materials Rs: 9675.00
B. Hire charges of Machinery Rs: 1539.20
C. Cost of Labour Rs: 3061.20
Total Rs: 14275.40
Add for Air and Water line @ 1.00% Rs: 142.75
Add for Ventilation @ 4.50% Rs: 642.39
Add for Lighting @ 1.60% Rs: 228.41
Add for Ele sub-station / Demand charges @ 2.50% Rs: 356.89
Total Rs: 15645.84
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 2130.18
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 1.50 tonne @ 129.7 Rs./Tonne 194.55
Total cost for 1.50 tonne Rs: 17970.57
Rate per tonne (A+B+C+D)/1.50 Rs: 11980.40

IRR-TAW-6-3 Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel by
percussion drilling using waggon drill or other suitable drilling equipment including cost of all
materials, machinery, labour, ventilation, lighting, drainage etc., complete.

DATA RATE ANALYSIS UNIT : 120.00 Rm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of cross bit 75 mm dia Rm 120.00 125.00 15000.00
2 Use rate of air hose 20 m Hour 16.00 4.63 74.00
3 Use rate of water hose 20 m Hour 16.00 4.63 74.00
4 Use rate of extension rods Rm 120.00 8.90 1068.48
Total cost of Materials Rs: 16216.48

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Waggon drill Hour 16.00 188.50 3016.00
Fuel / Energy charges Hour 16.00 0.00 0.00
2 Air compressor 15 cmm ( ele ) Hour 8.00 138.80 1110.40
Fuel / Energy charges Hour 8.00 962.30 7698.40
3 Pump 10 hp ( ele ) Hour 6.00 6.70 40.20
Fuel / Energy charges Hour 6.00 77.00 462.00
4 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 12367.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Waggon drill Hour 16.00 265.20 4243.20
2 Crew for Air compressor Hour 8.00 163.30 1306.40
3 Crew for Pump Hour 6.00 77.70 466.20
4 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 6635.80
labour component/unit qty 55.30
Add contractor's profit and overhead charges 13.615% 7.50
labour component/unit qty (including contractor's profit) 62.80

ABSTRACT:
A. Cost of Materials Rs: 16216.48
B. Hire charges of Machinery Rs: 12367.00
C. Cost of Labour Rs: 6635.80
Total Rs: 35219.28
Add for Air and Water line @ 1.00% Rs: 352.19
Add for Ventilation @ 4.50% Rs: 1584.87
Add for Lighting @ 1.60% Rs: 563.51
Add for Ele sub-station / Demand charges @ 2.50% Rs: 880.48
Total Rs: 38600.33
D.Add for contractor's profit and overheads on (A+B+C+other
percentages) 13.615% Rs: 5255.44
Total cost for 120.00 Rm Rs: 43855.77

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Rate per Rm (A+B+C+D)/120.0 Rs: 365.50

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Chapter III

CANAL AND ALLIED WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR : 2015-16
Index- code
IRR-CAW CANAL AND ALLIED WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead Charges

Seigniorage Charges:
1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.
2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing
the estimate. (i.e., to the data itself)
3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges
while adding Seigniorage Charges to the data in the estimate
Additional Lead and Lift Charges:
1. Unless otherwise specified the basic rates are inclusive of all lifts.
2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead
charges are to be added as follows:
Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total
lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and
unloading charges shall be allowed for any item.
In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate
and hence should not be added again
Example:
Total lead for sand from approved sand quarry : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges for 5 km Rs. 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 km /cum Rs. 208.60
Less 1 km initial lead charges /cum Rs. 31.30 (-)
Net additional lead charges / cum Rs. 177.30

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead
charges are to be added as follows:
Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included
in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item.
(same as above)
Example:
Total lead for earth from approved borrow area : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges for 5 km Rs. 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 km /cum Rs. 208.60
Less 1 km initial lead charges /cum Rs. 31.30 (-)
Net additional lead charges / cum Rs. 177.30

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For
conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without
deducting the 50 m initial lead charges

CAW-Work Items

IRR-CAW-1 EXCAVATION WORKS :

IRR-CAW-1-1 Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of
embankment, filter drains / catch water drains etc., including dressing bed and sides to
required level and profile, cost of all materials, machinery, labour, placing the excavated soil
neatly in dump area or for the formation of service road / embankment as directed etc.,
complete with initial lead upto 1 km and all lifts.

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DATA: RATE ANALYSIS UNIT : 925.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Tippers 5 cum capacity 6 Nos Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
Total hire charges of Machinery Rs: 56991.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Tipper Hour 48.00 165.80 7958.40
3 work inspector Day 1.00 400.00 400.00
4 mazdoor Day 30.00 310.00 9300.00
Total cost of Labour Rs: 19426.40
labour component/unit qty 21.00
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 23.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 56991.20
C. Cost of Labour Rs: 19426.40
Total Rs: 76417.60

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10404.26
Total cost for 925.00 cum Rs: 86821.86
Rate per cum (A+B+C+D)/925 Rs. 93.90

IRR-CAW-1-2 Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating
of embankment for field channels etc., including dressing of bed and sides to required profile,
cost of all materials, machinery, labour, placing the excavated stuff for formation of service
road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 440.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
Total hire charges of Machinery Rs: 11925.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 17.00 310.00 5270.00

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Total cost of Labour Rs: 7438.00

labour component/unit qty 16.90
Add contractor's profit and overhead charges 13.615% 2.30
labour component/unit qty (including contractor's profit) 19.20

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 11925.60
C. Cost of Labour Rs: 7438.00
Total Rs: 19363.60

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2636.35
Total cost for 440.00 cum Rs: 21999.95
Rate per cum (A+B+C+D)/440 Rs. 50.00

IRR-CAW-1-3 Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for
canals, seating of embankment, filter drain / catch water drains etc., including dressing of
bed and sides to required level and profile, cost of all materials, machinery, labour, placing the
excavated soft rock neatly in dump area or for formation of service road as directed etc.,
complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 630.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
2 Tippers 5 cum capacity 5 Nos Hour 40.00 446.70 17868.00
Fuel / Energy charges Hour 40.00 307.20 12288.00
Total hire charges of Machinery Rs: 50960.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Tipper Hour 40.00 165.80 6632.00
3 work inspector Day 1.00 400.00 400.00
4 Crowbarman Day 11.00 370.00 4070.00
5 mazdoor Day 22.00 310.00 6820.00
Total cost of Labour Rs: 19690.00
labour component/unit qty 31.30
Add contractor's profit and overhead charges 13.615% 4.30
labour component/unit qty (including contractor's profit) 35.60

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 50960.00
C. Cost of Labour Rs: 19690.00
Total Rs: 70650.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9619
Total cost for 630.00 cum Rs: 80269.00
Rate per cum (A+B+C+D)/630 Rs. 127.40

IRR-CAW-1-4 Excavation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. for
field channels, seating of embankment for field channels etc., including dressing of bed and
sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff

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for formation of service road as directed etc.,complete with lead upto 10 m and lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 265.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
Total hire charges of Machinery Rs: 11925.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 work inspector Day 1.00 400.00 400.00
3 Crowbarman Day 5.00 370.00 1850.00
4 mazdoor Day 11.00 310.00 3410.00
Total cost of Labour Rs: 7428.00
labour component/unit qty 28.00
Add contractor's profit and overhead charges 13.615% 3.80
labour component/unit qty (including contractor's profit) 31.80

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 11925.60
C. Cost of Labour Rs: 7428.00
Total Rs: 19353.60

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2634.99
Total cost for 265.00 cum Rs: 21988.59
Rate per cum (A+B+C+D)/265 Rs. 83.00

IRR-CAW-1-5 Excavation in hard rock (including F&F rock) requiring blasting including boulders
above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains
etc., including dressing bed and sides to required level and profile, cost of all materials,
machinery, labour, placing the excavated rock in dump area or for formation of service
road as directed etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 805.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod 1.5 m length Rm 316.00 20.75 6557.00
Reconditioning charges @ 10% 655.70
2 Use rate of 50 m air hose 2 Nos Hour 24.00 11.56 277.50

3 Explosive small dia ( Kelvex-220 ) kg 161.00 70.00 11270.00

4 Ordinary detonators Nos 12.00 7.00 84.00
5 Electric detonators Nos 215.00 13.00 2795.00
6 Fuse coil Rm 520.00 11.00 5720.00
7 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 27459.20

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80

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Fuel / Energy charges Hour 8.00 893.90 7151.20

2 Tippers 5 cum capacity 5 Nos. Hour 40.00 446.70 17868.00
Fuel / Energy charges Hour 40.00 307.20 12288.00

3 Air compressor 8.5 cmm ( diesel ) Hour 12.00 275.60 3307.20

Fuel / Energy charges Hour 12.00 914.20 10970.40
4 Jack hammers 3 Nos. Hour 39.00 19.80 772.20
Fuel / Energy charges Hour 39.00 0.00 0.00
Total hire charges of Machinery Rs: 66009.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Tipper Hour 40.00 165.80 6632.00
3 Crew for Air compressor Hour 12.00 195.90 2350.80
4 Crew for Jack hammer Hour 39.00 306.20 11941.80
5 work inspector Day 1.00 400.00 400.00
6 Blaster Day 1.00 480.00 480.00
7 Helper blaster Day 1.00 370.00 370.00
8 Crowbarman Day 16.00 370.00 5920.00
9 Stone breaker Day 16.00 370.00 5920.00
10 mazdoor Day 32.00 310.00 9920.00
Total cost of Labour Rs: 45702.60
labour component/unit qty 56.80
Add contractor's profit and overhead charges 13.615% 7.70
labour component/unit qty (including contractor's profit) 64.50

ABSTRACT:
A. Cost of Materials Rs: 27459.20
B. Hire charges of Machinery Rs: 66009.80
C. Cost of Labour Rs: 45702.60
Total Rs: 139171.60

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 18948.21
Total cost for 805.00 cum Rs: 158119.81
Rate per cum (A+B+C+D)/805 Rs. 196.40

IRR-CAW-1-6 Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for
(a) canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed
by removing all projections by hammering / chiselling, cost of all materials, machinery, labour,
placing the excavated rock neatly in approved dump area and levelling the same as directed
etc., complete with initial lead upto 1 km and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of less
than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m.
ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever
required.

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DATA: RATE ANALYSIS UNIT : 68.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod 1.5 m length Rm 85.00 27.67 2351.67
Reconditioning charges @ 10% 235.17
2 Use rate of 50 m air hose 2 Nos. Hour 13.00 11.56 150.31

3 Explosive small dia. (Kelvex-220 ) kg 21.20 70.00 1484.00

4 Ordinary detonators Nos 4.00 7.00 28.00
5 Electric detonators Nos 59.00 13.00 767.00
6 Fuse coil Rm 90.00 11.00 990.00
7 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 6046.15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.85 cum capacity Hour 1.10 1706.60 1877.26
Fuel / energy charges Hour 1.10 893.90 983.29
2 Angle dozer 90 hp Hour 0.25 1715.50 428.88
Fuel / Energy charges Hour 0.25 625.30 156.33
3 Tippers 5 cum capacity 4 Nos. Hour 4.40 446.70 1965.48
Fuel / Energy charges Hour 4.40 307.20 1351.68
Air compressor 8.5 cmm ( diesel ) 1
4 Nos Hour 6.50 275.60 1791.40
Fuel / Energy charges Hour 6.50 914.20 5942.30
5 Jack hammers 2 Nos. Hour 13.00 19.80 257.40
Fuel / Energy charges Hour 13.00 0.00 0.00
Total hire charges of Machinery Rs: 14754.01

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 1.10 221.00 243.10
2 Crew for Dozer Hour 0.25 221.00 55.25
3 Crew for Tipper Hour 4.40 165.80 729.52
4 Crew for Air compressor Hour 6.50 195.90 1273.35
5 Crew for Jack hammer Hour 13.00 306.20 3980.60
6 work inspector Day 0.50 400.00 200.00
7 Blaster Day 1.00 480.00 480.00
8 Helper blaster Day 1.00 370.00 370.00
9 Crowbarman Day 0.50 370.00 185.00
10 Stone breaker Day 0.50 370.00 185.00
11 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 8321.82
labour component/unit qty 122.40
Add contractor's profit and overhead charges 13.615% 16.70
labour component/unit qty (including contractor's profit) 139.10

ABSTRACT:
A. Cost of Materials Rs: 6046.15
B. Hire charges of Machinery Rs: 14754.01

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C. Cost of Labour Rs: 8321.82

Total Rs: 29121.98

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3964.96
Total cost for 68.00 cum Rs: 33086.94
Rate per cum (A+B+C+D)/68 Rs. 486.60

IRR-CAW-1-7 Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved
(b) controlled blasting methods for canals, cut-off trench of embankment, filter / catch-water
drains etc., including controlling fly-rock by muffling arrangements such as placing
50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground
vibrations at specified locations, costof all materials, machinery, labour, placing excavated rock
neatly in approved dump area or other place as directed etc., complete with lead upto 1 km
and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of less
than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m.
ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations
is required.

DATA RATE ANALYSIS UNIT : 68.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod 1.5 m length Rm 85.00 27.67 2351.67
Reconditioning charges @ 10% 235.17
2 Use rate of 50 m air hose 2 Nos. Hour 13.00 11.56 150.31
3 Use rate of wire mesh sqm 94.00 55.13 5182.22
4 Use rate of sand bag Nos 98.00 20.62 2020.76

5 Explosive small dia. (Kelvex-220 ) kg 21.20 70.00 1484.00

6 Ordinary detonators Nos 4.00 7.00 28.00
7 Electric delay detonators Nos 59.00 23.00 1357.00

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8 Fuse coil Rm 90.00 11.00 990.00

9 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 13839.13

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.85 cum capacity Hour 1.10 1706.60 1877.26
Fuel / Energy charges Hour 1.10 893.90 983.29
2 Angle dozer 90 hp Hour 0.25 1715.50 428.88
Fuel / Energy charges Hour 0.25 625.30 156.33
3 Tippers 5 cum capacity 3 Nos. Hour 4.40 446.70 1965.48
Fuel / Energy charges Hour 4.40 307.20 1351.68
Air compressor 8.5 cmm ( diesel ) 1
4 No Hour 6.50 275.60 1791.40
Fuel / Energy charges Hour 6.50 914.20 5942.30
5 Jack hammers 2 Nos. Hour 13.00 19.80 257.40
Fuel / Energy charges Hour 13.00 0.00 0.00
Total hire charges of Machinery Rs: 14754.01

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 1.10 221.00 243.10
2 Crew for Angle dozer Hour 0.25 221.00 55.25
3 Crew for Tipper Hour 4.40 165.80 729.52
4 Crew for Air compressor Hour 6.50 195.90 1273.35
5 Crew for Jack hammer Hour 13.00 306.20 3980.60
6 work inspector Day 0.50 400.00 200.00
7 Blaster Day 0.50 480.00 240.00
8 Helper blaster Day 0.50 370.00 185.00
9 Stone chiseller Cl - II Day 0.50 370.00 185.00
10 Stone breaker Day 0.50 370.00 185.00
11 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 8206.82
labour component/unit qty 120.70
Add contractor's profit and overhead charges 13.615% 16.40
labour component/unit qty (including contractor's profit) 137.10

ABSTRACT:
A. Cost of Materials Rs: 13839.13
B. Hire charges of Machinery Rs: 14754.01
C. Cost of Labour Rs: 8206.82
Total Rs: 36799.96
Add for blasting studies & monitoring vibrations etc 0.50% Rs: 184.00
Total Rs: 36983.96
D. Add for contractor's profit and overheads on 13.615% Rs: 5035.37
Total cost for 68.00 cum Rs: 42019.33
Rate per cum (A+B+C+D)/68 Rs. 617.90

IRR-CAW-1-8 Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing
( c) canal sides neatly on either side to required profile by line drilling and smooth blasting
including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in
dump area or other place as directed, cost of all materials, machinery, labour etc., complete
with lead upto 1 km and all lifts.

Note: i) For excavation of canal below free board level combination of normal / controlled blasting and
line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose
of payment 1 m width of excavation on either side shall be treated as excavation by line drilling
and smooth blasting and remaining portion shall be treated as excavation by normal / controlled
blasting as the case may be.
ii ) The rate under this item shall be adopted for canals designed for carrying capacity of less
than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m.
iii ) The rate includes controlling fly-rock wherever required.
iv ) The rate under this item shall be paid only on ascertaining that the excavated face has
come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for

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inspection and are spaced at specified interval.

v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided
for excavation by normal blasting or controlled blasting as the case may be.

DATA RATE ANALYSIS

A. MATERIALS: UNIT : 17.50 cum
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod 1.5 m length Rm 63.00 27.67 1743.00
Reconditioning charges @ 10% 174.30
2 Use rate of 50 m air hose 2 Nos. Hour 10.00 11.56 115.63

3 Explosive small dia. (Kelvex-220 ) kg 3.50 70.00 245.00

4 Electric delay detonators Nos 22.00 23.00 506.00
5 Fuse coil Rm 20.00 11.00 220.00
6 Sundries LS 1.00 20.00 20.00
Total cost of Materials Rs: 3023.93

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.85 cum capacity Hour 0.28 1706.60 477.85
Fuel / Energy charges Hour 0.28 893.90 250.29
2 Tippers 5 cum capacity 4 Nos. Hour 1.12 446.70 500.30
Fuel / Energy charges Hour 1.12 307.20 344.06
Air compressor 8.5 cmm ( diesel ) 1
3 Nos Hour 5.00 275.60 1378.00
Fuel / Energy charges Hour 5.00 914.20 4571.00
4 Jack hammers 2 Nos. Hour 10.00 19.80 198.00
Fuel / Energy charges Hour 10.00 0.00 0.00
Total hire charges of Machinery Rs: 7719.51

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 0.50 221.00 110.50
2 Crew for Tipper Hour 1.12 165.80 185.70
3 Crew for Air compressor Hour 5.00 195.90 979.50
4 Crew for Jack hammer Hour 10.00 306.20 3062.00
5 work inspector Day 0.50 400.00 200.00
6 Blaster Day 0.50 480.00 240.00
7 Helper blaster Day 0.50 370.00 185.00
8 Stone breaker Day 0.50 370.00 185.00
9 Stone chiseller Cl - II Day 0.50 370.00 185.00
10 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 5642.70
labour component/unit qty 322.40
Add contractor's profit and overhead charges 13.615% 43.90
labour component/unit qty (including contractor's profit) 366.30

ABSTRACT:
A. Cost of Materials Rs: 3023.93

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B. Hire charges of Machinery Rs: 7719.51

C. Cost of Labour Rs: 5642.70
Total Rs: 16386.13
Add for blasting studies & monitoring vibrations etc 0.50% Rs: 81.93
Total Rs: 16468.06
D. Add for contractor's profit and overheads on 13.615% Rs: 2242.13
Total cost for 17.50 cum Rs: 18710.19
Rate per cum (A+B+C+D)/17.50 Rs. 1069.20

IRR-CAW-1-9 Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating
(a) embankment etc., including levelling bed by removing all projections by hammering / chiselling,
cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump
area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of more
than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m.
ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever
required.

DATA: RATE ANALYSIS Unit: 386.00 Cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of T.C bit 100 mm dia Rm 104.00 150.00 15600.00
Use rate of Extension rod with
2 coupling sleeve Rm 104.00 6.68 694.51
Use rate of Jack hammer drill rod
3 1.5 m Rm 12.00 27.67 332.00
reconditioning charges @ 10% 33.20
Use rate of 50 m air hose for
4 waggon drill Hour 10.50 18.63 195.56
Use rate of 25 m air hose for JH 2
Nos Hour 1.00 11.56 11.56
5 High strength ANFO booster kg 38.00 68.00 2584.00

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 Canal and Allied Works - Item Unit Rates 2014-15

6 ANFO kg 155.00 48.00 7440.00

7 Diesel oil ltr 35.00 59.10 2068.50

8 Explosive small dia ( Kelvex-220 ) kg 4.00 70.00 280.00

9 Ordinary detonators Nos 20.00 7.00 140.00
10 D-cord Rm 145.00 10.00 1450.00
11 Detonating fuse coil Rm 20.00 11.00 220.00
12 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 31149.34

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Tippers 5 cum capacity Hour 24.84 446.70 11096.03
Fuel / Energy charges Hour 24.84 307.20 7630.85
2 Shovel 0.85 cum capacity Hour 6.21 1706.60 10597.99
Fuel / Energy charges Hour 6.21 893.90 5551.12
3 Angle dozer Hour 2.00 1715.50 3431.00
Fuel / Energy charges Hour 2.00 625.30 1250.60

4 Air compressor 8.5 cmm ( diesel ) Hour 11.50 275.60 3169.40

Fuel / Energy charges Hour 11.50 914.20 10513.30
5 Waggon drill Hour 10.50 188.50 1979.25
Fuel / Energy charges Hour 10.50 0.00 0.00
6 Jack hammer Hour 2.00 19.80 39.60
Fuel / Energy charges Hour 2.00 0.00 0.00
Total hire charges of Machinery Rs: 55259.13

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Tipper Hour 24.84 165.80 4118.47
2 Crew for Shovel Hour 6.21 221.00 1372.41
3 Crew for Dozer Hour 2.00 221.00 442.00
4 Crew for Air compressor Hour 11.50 195.90 2252.85
5 Crew for Waggon drill Hour 10.50 265.20 2784.60
6 Crew for Jack hammer Hour 2.00 306.20 612.40
7 work inspector Day 2.00 400.00 800.00
8 Blaster Day 1.00 480.00 480.00
9 Helper blaster Day 1.00 370.00 370.00
10 Stone chiseller Cl - II Day 1.00 370.00 370.00
11 Stone breaker Day 1.00 370.00 370.00
12 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 14902.73
labour component/unit qty 38.60
Add contractor's profit and overhead charges 13.615% 5.30
labour component/unit qty (including contractor's profit) 43.90

ABSTRACT:
A. Cost of Materials Rs: 31149.34
B. Hire charges of Machinery Rs: 55259.13
C. Cost of Labour Rs: 14902.73
Total Rs: 101311.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 13793.52
Total cost for 386.00 Cum Rs: 115104.72
Rate per Cum (A+B+C+D)/386 Rs. 298.20

IRR-CAW-1-10 Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved
(b) controlled blasting methods for canals, cut-off trench of embankment etc., including
controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening
chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified
locations, cost of all materials, machinery, labour, placing excavated rock neatly in approved
dump area or other place as directed etc., complete with lead upto 1 km and all lifts.

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 Canal and Allied Works - Item Unit Rates 2014-15

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of more
than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m.
ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations
is required.

DATA RATE ANALYSIS UNIT : 386.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of T.C bit 100 mm dia Rm 104.00 150.00 15600.00
Use rate of Extension rod with
2 coupling sleeve Rm 104.00 6.68 694.51
Use rate of Jack hammer drill rod
3 1.6 m Rm 12.00 27.67 332.00
reconditioning charges @ 10% 33.20
Use rate of 50 m air hose 50 mm 1
4 No. Hour 10.50 18.63 195.56

Use rate of 25 mm air hose 2 Nos Hour 2.00 11.56 23.13

5 High strength ANFO booster kg 38.00 68.00 2584.00
6 ANFO kg 155.00 48.00 7440.00
7 Diesel oil ltr 35.00 59.10 2068.50

8 Explosive small dia ( Kelvex-220 ) kg 4.00 70.00 280.00

9 Ordinary detonators Nos 20.00 7.00 140.00
10 Shock tube detonators Rm 120.00 45.00 5400.00
11 Noiseless trunk line delays Nos 12.00 21.00 252.00
12 Detonating fuse coil Rm 20.00 11.00 220.00
13 Use rate of chain link wire mesh sqm 132.00 198.00 26136.00
14 Use rate of sand bag Nos 110.00 16.62 1828.20
15 Sundries LS 20.00 20.00 400.00
Total cost of Materials Rs: 63627.10

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount

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 Canal and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs.
1 Tippers 5 cum capacity Hour 30.00 446.70 13401.00
Fuel / Energy charges Hour 30.00 307.20 9216.00
2 Shovel 0.85 cum capacity Hour 10.00 1706.60 17066.00
Fuel / Energy charges Hour 10.00 893.90 8939.00
3 Angle dozer Hour 2.00 1715.50 3431.00
Fuel / Energy charges Hour 2.00 625.30 1250.60

4 Air compressor 8.5 cmm ( diesel ) Hour 12.50 275.60 3445.00

Fuel / Energy charges Hour 12.50 914.20 11427.50
5 Waggon drill Hour 11.50 188.50 2167.75
Fuel / Energy charges Hour 11.50 0.00 0.00
6 Jack hammer Hour 2.00 19.80 39.60
Fuel / Energy charges Hour 2.00 0.00 0.00
Total hire charges of Machinery Rs: 70383.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Tipper Hour 30.00 165.80 4974.00
2 Crew for Shovel Hour 10.00 221.00 2210.00
3 Crew for Dozer Hour 2.00 221.00 442.00
4 Crew for Air compressor Hour 12.50 195.90 2448.75
5 Crew for Waggon drill Hour 11.50 265.20 3049.80
6 Crew for Jack hammer Hour 2.00 306.20 612.40
7 work inspector Day 1.50 400.00 600.00
8 Blaster Day 0.50 480.00 240.00
9 Helper blaster Day 0.50 370.00 185.00
10 Stone chiseller Cl - II Day 1.00 370.00 370.00
11 Stone breaker Day 1.00 370.00 370.00
12 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 17051.95
labour component/unit qty 44.20
Add contractor's profit and overhead charges 13.615% 6.00
labour component/unit qty (including contractor's profit) 50.20

ABSTRACT:
A. Cost of Materials Rs: 63627.10
B. Hire charges of Machinery Rs: 70383.45
C. Cost of Labour Rs: 17051.95
Total Rs: 151062.50
Add for blasting studies & monitoring vibrations etc 0.50% Rs: 755.31
Total Rs: 151817.81
D. Add for contractor's profit and overheads on 13.615% Rs: 20670
Total cost for 386.00 cum Rs: 172487.81
Rate per cum (A+B+C+D)/386 Rs. 446.90

IRR-CAW-1-11 Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing
( c) canal sides neatly on either side to required profile by line drilling and smooth blasting
including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in
dump area or other place as directed, cost of all materials, machinery, labour etc., complete
with lead upto 1 km and all lifts.

Note: i ) For excavation of canal below free board level combination of normal / controlled blasting and
line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose
of payment 1 m width of excavation on either side shall be treated as excavation by line drilling
and smooth blasting and remaining portion shall be treated as excavation by normal / controlled
blasting as the case may be.
ii ) The rate under this item shall be adopted for canals designed for carrying capacity of more
than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m.
iii ) The rate includes controlling fly-rock wherever required.
iv ) The rate under this item shall be paid only on ascertaining that the excavated face has
come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for
inspection and are spaced at specified interval.
v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided

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for excavation by normal blasting or controlled blasting as the case may be.

DATA RATE ANALYSIS UNIT : 97.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of T.C bit 100 mm dia Rm 121.00 150.00 18150.00
Use rate of Extension rod with
2 coupling sleeve Rm 121.00 6.68 808.04
Use rate of Jack hammer drill rod
3 1.6 m Rm 3.00 27.67 83.00
reconditioning charges @ 10% 8.30
Use rate of 50 m air hose 50 mm 1
4 No. Hour 12.00 18.63 223.50

Use rate of 25 mm air hose 2 Nos Hour 0.50 11.56 5.78

5 High strength ANFO booster kg 5.00 68.00 340.00
6 ANFO kg 19.00 48.00 912.00
7 Diesel oil ltr 4.50 59.10 265.95

8 Explosive small dia ( Kelvex-220 ) kg 1.00 70.00 70.00

9 Ordinary detonators Nos 5.00 7.00 35.00
10 Detonating shock tube Rm 70.00 45.00 3150.00
11 Noiseless trunk line delays Nos 4.00 21.00 84.00
12 Fuse coil Rm 10.00 11.00 110.00
13 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 24285.57

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Tippers 5 cum capacity Hour 6.24 446.70 2787.41
Fuel / Energy charges Hour 6.24 307.20 1916.93
2 Shovel 0.85 cum capacity Hour 1.56 1706.60 2662.30
Fuel / Energy charges Hour 1.56 893.90 1394.48
3 Angle dozer Hour 0.50 1715.50 857.75
Fuel / Energy charges Hour 0.50 625.30 312.65

4 Air compressor 8.5 cmm ( diesel ) Hour 13.45 275.60 3706.82

Fuel / Energy charges Hour 13.45 914.20 12295.99
5 Waggon drill Hour 13.20 188.50 2488.20
Fuel / Energy charges Hour 13.20 0.00 0.00
6 Jack hammer Hour 0.50 19.80 9.90
Fuel / Energy charges Hour 0.50 0.00 0.00
Total hire charges of Machinery Rs: 28432.43

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Tipper Hour 5.24 165.80 868.79
2 Crew for Shovel Hour 1.56 221.00 344.76

144
 Canal and Allied Works - Item Unit Rates 2014-15

3 Crew for Dozer Hour 0.50 221.00 110.50

4 Crew for Air compressor Hour 13.45 195.90 2634.86
5 Crew for Waggon drill Hour 13.45 265.20 3566.94
6 Crew for Jack hammer Hour 0.50 306.20 153.10
7 work inspector Day 0.50 400.00 200.00
8 Blaster Day 0.50 480.00 240.00
9 Helper blaster Day 0.50 370.00 185.00
10 Stone breaker Day 1.00 370.00 370.00
11 Stone chiseller Cl- II Day 1.00 370.00 370.00
12 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 9663.95
labour component/unit qty 99.60
Add contractor's profit and overhead charges 13.615% 13.60
labour component/unit qty (including contractor's profit) 113.20

ABSTRACT:
A. Cost of Materials Rs: 24285.57
B. Hire charges of Machinery Rs: 28432.43
C. Cost of Labour Rs: 9663.95
Total Rs: 62381.94
Add for blasting studies & monitoring vibrations etc 0.50% Rs: 311.91
Total Rs: 62693.85
D. Add for contractor's profit and overheads on 13.615% Rs: 8535.77
Total cost for 97.00 cum Rs: 71229.62
Rate per cum (A+B+C+D)/97 Rs. 734.30

IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL :

IRR-CAW-2-1 Providing impervious hearting embankment with selected soil from approved borrow areas in
layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting each layer to density control of
not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 412.80 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer Hour 3.40 1715.50 5832.70
Fuel / Energy charges Hour 3.40 625.30 2126.02
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 4 Nos. Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Vibratory Roller 8 tonne Hour 5.10 1342.20 6845.22
Fuel / Energy charges Hour 5.10 1056.40 5387.64
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 59363.78

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.40 221.00 751.40
2 Crew for Shovel Hour 8.00 221.00 1768.00

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 Canal and Allied Works - Item Unit Rates 2014-15

3 Crew for Tipper Hour 32.00 165.80 5305.60

4 Crew for Pump Hour 2.00 103.60 207.20
5 Crew for Water tanker Hour 4.00 165.80 663.20
6 Crew for Roller Hour 5.10 244.90 1248.99
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 11984.39
labour component/unit qty 29.00
Add contractor's profit and overhead charges 13.615% 3.90
labour component/unit qty (including contractor's profit) 32.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 59363.78
C. Cost of Labour Rs: 11984.39
Total Rs: 71348.17

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9714.05
Total cost for 412.80 cum Rs: 81062.22
Rate per cum (A+B+C+D)/412.80 Rs. 196.40

IRR-CAW-2-2 Providing impervious hearting embankment with selected soil from approved borrow areas in
layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting each layer to density control of
not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 412.80 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.40 1715.50 5832.70
Fuel / Energy charges Hour 3.40 625.30 2126.02
2 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5 cum Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Vibratory Roller 8 tonne Hour 4.18 1342.20 5610.40
Fuel / Energy charges Hour 4.18 1056.40 4415.75
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 57157.07

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.40 221.00 751.40
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Pump Hour 2.00 103.60 207.20
5 Crew for Water tanker Hour 4.00 165.80 663.20
6 Crew for Roller Hour 4.18 244.90 1023.68
7 work inspector Day 2.00 400.00 800.00

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 Canal and Allied Works - Item Unit Rates 2014-15

8 mazdoor Day 4.00 310.00 1240.00

Total cost of Labour Rs: 11759.08
labour component/unit qty 28.50
Add contractor's profit and overhead charges 13.615% 3.90
labour component/unit qty (including contractor's profit) 32.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 57157.07
C. Cost of Labour Rs: 11759.08
Total Rs: 68916.15

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9382.93
Total cost for 412.80 cum Rs: 78299.08
Rate per cum (A+B+C+D)/412.80 Rs. 189.70

IRR-CAW-2-3 Providing semi-pervious / pervious casing embankment using soil from approved borrow area
in layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as excavation, sortingout, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting to density control of not less
than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller
etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 412.80 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.40 1715.50 5832.70
Fuel / Energy charges Hour 3.40 625.30 2126.02
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 3 Nos. Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Vibratory Roller 8 tonne Hour 5.10 1342.20 6845.22
Fuel / Energy charges Hour 5.10 1056.40 5387.64
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 59303.78

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.40 221.00 751.40
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Pump Hour 2.00 103.60 207.20
5 Crew for Water tanker Hour 4.00 165.80 663.20
6 Crew for Roller Hour 5.10 244.90 1248.99
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 11984.39
labour component/unit qty 29.00
Add contractor's profit and overhead charges 13.615% 3.90
labour component/unit qty (including contractor's profit) 32.90

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 Canal and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 59303.78
C. Cost of Labour Rs: 11984.39
Total Rs: 71288.17

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9705.88
Total cost for 412.80 cum Rs: 80994.05
Rate per cum (A+B+C+D)/412.80 Rs. 196.20

IRR-CAW-2-4 Providing semi-pervious / pervious casing embankment using soil from approved borrow area
in layers of 25cm before compaction including cost of all materials, machinery, labour,
all operations such as excavation, sortingout, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting to density control of not less
than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller
etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 412.80 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.40 1715.50 5832.70
Fuel / Energy charges Hour 3.40 625.30 2126.02
2 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5 cum Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Vibratory Roller 8 tonne Hour 4.17 1342.20 5596.97
Fuel / Energy charges Hour 4.17 1056.40 4405.19
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 57133.08

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.40 221.00 751.40
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Pump Hour 2.00 103.60 207.20
5 Crew for Water tanker Hour 4.00 165.80 663.20
6 Crew for Roller Hour 4.00 244.90 979.60
7 work inspector Day 4.17 400.00 1668.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 12583.00
labour component/unit qty 30.50
Add contractor's profit and overhead charges 13.615% 4.20
labour component/unit qty (including contractor's profit) 34.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 57133.08
C. Cost of Labour Rs: 12583.00
Total Rs: 69716.08

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 Canal and Allied Works - Item Unit Rates 2014-15

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9491.84
Total cost for 412.80 cum Rs: 79207.92
Rate per cum (A+B+C+D)/412.80 Rs. 191.90

IRR-CAW-2-5 Providing semi-pervious / pervious casing embankment using soil from approved borrow area
in layers of 25cm before compaction including cost of all materials, machinery, labour,
all operations such as excavation, sortingout, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, compacting each layer without watering to density
control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 412.80 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.40 1715.50 5832.70
Fuel / Energy charges Hour 3.40 625.30 2126.02
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 3 Nos. Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Vibratory Roller 8 tonne Hour 4.17 1342.20 5596.97
Fuel / Energy charges Hour 4.17 1056.40 4405.19
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 54051.28

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.40 221.00 751.40
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Roller Hour 4.17 244.90 1021.23
5 work inspector Day 2.00 400.00 800.00
6 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 10886.23
labour component/unit qty 26.40
Add contractor's profit and overhead charges 13.615% 3.60
labour component/unit qty (including contractor's profit) 30.00

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 54051.28
C. Cost of Labour Rs: 10886.23
Total Rs: 64937.52

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 8841.24
Total cost for 412.80 cum Rs: 73778.76
Rate per cum (A+B+C+D)/412.80 Rs. 178.70

IRR-CAW-2-6 Providing hearting / casing embankment with homogeneous soil from approved borrow
areas in layers of 25 cm before compaction including cost of all materials, machinery,
labour, all operations such as excavation, sorting out, transporting, spreading in layer of
specified thickness, breaking clods, sectioning, watering, compacting each layer to density
control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

149
 Canal and Allied Works - Item Unit Rates 2014-15

DATA: RATE ANALYSIS UNIT : 677.28 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer Hour 6.06 1715.50 10395.93
Fuel / Energy charges Hour 6.06 625.30 3789.32
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 6 Nos. Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory Roller 8 tonne Hour 7.53 1342.20 10106.77
Fuel / Energy charges Hour 7.53 1056.40 7954.69
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 84932.21

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 6.06 221.00 1339.26
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80
6 Crew for Roller Hour 7.53 244.90 1844.10
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 16255.36
labour component/unit qty 24.00
Add contractor's profit and overhead charges 13.615% 3.30
labour component/unit qty (including contractor's profit) 27.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 84932.21
C. Cost of Labour Rs: 16255.36
Total Rs: 101187.56

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 13776.69
Total cost for 677.28 cum Rs: 114964.25
Rate per cum (A+B+C+D)/677.28 Rs. 169.70

IRR-CAW-2-7 Providing hearting / casing embankment with homogeneous soil from approved borrow
areas in layers of 25 cm before compaction including cost of all materials, machinery,
labour, all operations such as excavation, sorting out, transporting, spreading in layer of
specified thickness, breaking clods, sectioning, watering, compacting each layer to density
control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 677.28 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.

150
 Canal and Allied Works - Item Unit Rates 2014-15

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 6.06 1715.50 10395.93
Fuel / Energy charges Hour 6.06 625.30 3789.32
2 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5 cum 3 Nos Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory Roller 8 tonne Hour 6.16 1342.20 8267.95
Fuel / Energy charges Hour 6.16 1056.40 6507.42
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 81706.12

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 6.06 221.00 1339.26
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80
6 Crew for Roller Hour 6.16 244.90 1508.58
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 15919.84
labour component/unit qty 23.50
Add contractor's profit and overhead charges 13.615% 3.20
labour component/unit qty (including contractor's profit) 26.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 81706.12
C. Cost of Labour Rs: 15919.84
Total Rs: 97625.97

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 13291.78
Total cost for 677.28 cum Rs: 110917.75
Rate per cum (A+B+C+D)/677.28 Rs. 163.80

IRR-CAW-2-8 Providing casing embankment using homogeneous soil from approved borrow area
in layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as excavation, sortingout, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, compacting each layer without watering to density
control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 677.28 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

151
 Canal and Allied Works - Item Unit Rates 2014-15

1 Angle dozer 90 hp Hour 6.06 1715.50 10395.93

Fuel / Energy charges Hour 6.06 625.30 3789.32
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 4 Nos. Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Vibratory Roller 8 tonne Hour 6.16 1342.20 8267.95
Fuel / Energy charges Hour 6.16 1056.40 6507.42
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 77113.42

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 6.06 221.00 1339.26
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Roller Hour 6.16 244.90 1508.58
5 work inspector Day 2.00 400.00 800.00
6 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 14614.24
labour component/unit qty 21.60
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 24.50

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 77113.42
C. Cost of Labour Rs: 14614.24
Total Rs: 91727.67

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12488.72
Total cost for 677.28 cum Rs: 104216.39
Rate per cum (A+B+C+D)/677.28 Rs. 153.90

IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL :

IRR-CAW-3-1 Providing impervious hearting embankment with soil from approved dump areas in layers
of 25 cm before compaction including cost of all materials, machinery, labour, all
operations such as re-excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting each layer to achieve density
control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 735.36 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer Hour 4.04 1715.50 6930.62
Fuel / Energy charges Hour 4.04 625.30 2526.21
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 6 Nos. Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory Roller 8 tonne Hour 7.50 1342.20 10066.50

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 Canal and Allied Works - Item Unit Rates 2014-15

Fuel / Energy charges Hour 7.50 1056.40 7923.00

7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 80131.83

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.58 221.00 791.18
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80
6 Crew for Roller Hour 7.50 244.90 1836.75
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 16319.93
labour component/unit qty 22.20
Add contractor's profit and overhead charges 13.615% 3.00
labour component/unit qty (including contractor's profit) 25.20

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 80131.83
C. Cost of Labour Rs: 16319.93
Total Rs: 96451.76

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 13131.91
Total cost for 735.36 cum Rs: 109583.67
Rate per cum (A+B+C+D)/735.36 Rs. 149.00

IRR-CAW-3-2 Providing impervious hearting embankment with soil from approved dump areas in layers
of 25 cm before compaction including cost of all materials, machinery, labour, all
operations such as re-excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting each layer to achieve density
control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 735.36 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 4.04 1715.50 6930.62
Fuel / Energy charges Hour 4.04 625.30 2526.21
2 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5 cum Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory Roller 8 tonne Hour 6.13 1342.20 8227.69
Fuel / Energy charges Hour 6.13 1056.40 6475.73
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 76905.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount

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 Canal and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs.
1 Crew for Dozer Hour 4.04 221.00 892.84
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80
6 Crew for Roller Hour 6.13 244.90 1501.24
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 16086.08
labour component/unit qty 21.90
Add contractor's profit and overhead charges 13.615% 3.00
labour component/unit qty (including contractor's profit) 24.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 76905.75
C. Cost of Labour Rs: 16086.08
Total Rs: 92991.83

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12660.84
Total cost for 735.36 cum Rs: 105652.67
Rate per cum (A+B+C+D)/735.36 Rs. 143.70

IRR-CAW-3-3 Providing semi-pervious / pervious casing embankment using soil from approved dump area
in layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as re-excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting each layer to density control of
not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 768.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 4.22 1715.50 7239.41
Fuel / Energy charges Hour 4.22 625.30 2638.77
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 6 Nos Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory Roller 8 tonne Hour 7.82 1342.20 10496.00
Fuel / Energy charges Hour 7.82 1056.40 8261.05
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 81320.73

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 4.22 221.00 932.62
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80

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 Canal and Allied Works - Item Unit Rates 2014-15

6 Crew for Roller Hour 7.82 244.90 1915.12

7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 16539.74
labour component/unit qty 21.50
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 24.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 81320.73
C. Cost of Labour Rs: 16539.74
Total Rs: 97860.47

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 13323.7
Total cost for 768.00 cum Rs: 111184.17
Rate per cum (A+B+C+D)/768 Rs. 144.80

IRR-CAW-3-4 Providing semi-pervious / pervious casing embankment using soil from approved dump area
in layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as re-excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, watering, compacting each layer to density control of
not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 768.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 4.22 1715.50 7239.41
Fuel / Energy charges Hour 4.22 625.30 2638.77
2 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5 cum of 6 Nos Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory Roller 8 tonne Hour 6.40 1342.20 8590.08
Fuel / Energy charges Hour 6.40 1056.40 6760.96
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 77974.72

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 4.22 221.00 932.62
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80
6 Crew for Roller Hour 6.40 244.90 1567.36
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 16191.98
labour component/unit qty 21.10

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 Canal and Allied Works - Item Unit Rates 2014-15

Add contractor's profit and overhead charges 13.615% 2.90

labour component/unit qty (including contractor's profit) 24.00

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 77974.72
C. Cost of Labour Rs: 16191.98
Total Rs: 94166.70

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12820.8
Total cost for 768.00 cum Rs: 106987.50
Rate per cum (A+B+C+D)/768 Rs. 139.30

IRR-CAW-3-5 Providing semi-pervious / pervious casing embankment using soil from approved dump area
in layers of 25 cm before compaction including cost of all materials, machinery, labour,
all operations such as re-excavation, sorting out, transporting, spreading in layer of specified
thickness, breaking clods, sectioning, compacting each layer without watering to density
control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 768.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 4.22 1715.50 7239.41
Fuel / Energy charges Hour 4.22 625.30 2638.77
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 6 Nos. Hour 48.00 446.70 21441.60
Fuel / Energy charges Hour 48.00 307.20 14745.60
4 Vibratory Roller 8 tonne Hour 6.40 1342.20 8590.08
Fuel / Energy charges Hour 6.40 1056.40 6760.96
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 73382.02

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 4.22 221.00 932.62
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 48.00 165.80 7958.40
4 Crew for Roller Hour 6.40 244.90 1567.36
5 work inspector Day 2.00 400.00 800.00
6 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 14886.38
labour component/unit qty 19.40
Add contractor's profit and overhead charges 13.615% 2.60
labour component/unit qty (including contractor's profit) 22.00

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 73382.02
C. Cost of Labour Rs: 14886.38
Total Rs: 88268.40

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12017.74
Total cost for 768.00 cum Rs: 100286.14
Rate per cum (A+B+C+D)/768 Rs. 130.60

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 Canal and Allied Works - Item Unit Rates 2014-15

IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL :

IRR-CAW-4-1 Providing impervious hearting embankment with soil collected in embankment area in
heaps as part of disposal of excavated soil from canal including cost of all materials,machinery,
labour, all operations such as sortingout, spreading in layer of 25 cm before compaction,
breaking clods,sectioning, watering and compacting each layer to density control of not less
than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

DATA: RATE ANALYSIS UNIT : 600.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.60 1715.50 6175.80
Fuel / Energy charges Hour 3.60 625.30 2251.08
2 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
3 Water tanker 8000 ltr Hour 5.00 402.50 2012.50
Fuel / Energy charges Hour 5.00 307.20 1536.00
4 Vibratory Roller 8 tonne Hour 7.30 1342.20 9798.06
Fuel / Energy charges Hour 7.30 1056.40 7711.72
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 29799.66

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.60 221.00 795.60
2 Crew for Pump Hour 3.00 103.60 310.80
3 Crew for Water tanker Hour 5.00 165.80 829.00
4 Crew for Roller Hour 7.30 244.90 1787.77
5 work inspector Day 1.00 400.00 400.00
6 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 5363.17
labour component/unit qty 8.90
Add contractor's profit and overhead charges 13.615% 1.20
labour component/unit qty (including contractor's profit) 10.10

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 29799.66
C. Cost of Labour Rs: 5363.17
Total Rs: 35162.83

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4787.42
Total cost for 600.00 cum Rs: 39950.25
Rate per cum (A+B+C+D)/600 Rs. 66.60

IRR-CAW-4-2 Providing impervious hearting embankment with soil collected in embankment area in
heaps as part of disposal of excavated soil from canal including cost of all materials,machinery,
labour, all operations such as sortingout, spreading in layer of 25 cm before compaction,
breaking clods,sectioning, watering and compacting each layer to density control of not less
than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

DATA: RATE ANALYSIS UNIT : 600.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount

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 Canal and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.60 1715.50 6175.80
Fuel / Energy charges Hour 3.60 625.30 2251.08
2 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
3 Water tanker 8000 ltr Hour 5.00 402.50 2012.50
Fuel / Energy charges Hour 5.00 307.20 1536.00
4 Vibratory Roller 8 tonne Hour 6.06 1342.20 8133.73
Fuel / Energy charges Hour 6.06 1056.40 6401.78
5 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 26885.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.60 221.00 795.60
2 Crew for Pump Hour 3.00 103.60 310.80
3 Crew for Water tanker Hour 5.00 165.80 829.00
4 Crew for Roller Hour 6.06 244.90 1484.09
5 work inspector Day 2.00 400.00 800.00
6 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 5459.49
labour component/unit qty 9.10
Add contractor's profit and overhead charges 13.615% 1.20
labour component/unit qty (including contractor's profit) 10.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 26885.40
C. Cost of Labour Rs: 5459.49
Total Rs: 32344.89

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4403.76
Total cost for 600.00 cum Rs: 36748.65
Rate per cum (A+B+C+D)/600 Rs. 61.20

IRR-CAW-4-3 Providing semi-pervious / pervious casing hearting embankment using soil collected in
heaps in embankment area as part of disposal of excavated soil from canal including cost of
all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25
cm before compaction, breaking clods, sectioning, watering and compacting each layer
to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

DATA: RATE ANALYSIS UNIT : 600.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.60 1715.50 6175.80
Fuel / Energy charges Hour 3.60 625.30 2251.08
2 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90

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 Canal and Allied Works - Item Unit Rates 2014-15

3 Water tanker 8000 ltr Hour 5.00 402.50 2012.50

Fuel / Energy charges Hour 5.00 307.20 1536.00
4 Vibratory Roller 8 tonne Hour 7.30 1342.20 9798.06
Fuel / Energy charges Hour 7.30 1056.40 7711.72
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 29799.66

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.60 221.00 795.60
2 Crew for Pump Hour 3.00 103.60 310.80
3 Crew for Water tanker Hour 5.00 165.80 829.00
4 Crew for Roller Hour 7.30 244.90 1787.77
5 work inspector Day 1.00 400.00 400.00
6 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 5363.17
labour component/unit qty 8.90
Add contractor's profit and overhead charges 13.615% 1.20
labour component/unit qty (including contractor's profit) 10.10

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 29799.66
C. Cost of Labour Rs: 5363.17
Total Rs: 35162.83

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4787.42
Total cost for 600.00 cum Rs: 39950.25
Rate per cum (A+B+C+D)/600 Rs. 66.60

IRR-CAW-4-4 Providing semi-pervious / pervious casing embankment using soil collected in heaps in
embankment area as part of disposal of excavated soil from canal including cost of all
materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25
cm before compaction, breaking clods, sectioning, watering and compacting each layer
to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/
8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

DATA: RATE ANALYSIS UNIT : 600.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.60 1715.50 6175.80
Fuel / Energy charges Hour 3.60 625.30 2251.08
2 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
3 Water tanker 8000 ltr Hour 5.00 402.50 2012.50
Fuel / Energy charges Hour 5.00 307.20 1536.00
4 Vibratory Roller 8 tonne Hour 6.1 1342.20 8133.73
Fuel / Energy charges Hour 6.1 1056.40 6401.78
5 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 26885.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.60 221.00 795.60
2 Crew for Pump Hour 3.00 103.60 310.80

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 Canal and Allied Works - Item Unit Rates 2014-15

3 Crew for Water tanker Hour 5.00 165.80 829.00

4 Crew for Roller Hour 6.1 244.90 1484.09
5 work inspector Day 2.00 400.00 800.00
6 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 5459.49
labour component/unit qty 9.10
Add contractor's profit and overhead charges 13.615% 1.20
labour component/unit qty (including contractor's profit) 10.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 26885.40
C. Cost of Labour Rs: 5459.49
Total Rs: 32344.89

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4403.76
Total cost for 600.00 cum Rs: 36748.65
Rate per cum (A+B+C+D)/600 Rs. 61.20

IRR-CAW-4-5 Providing semi-pervious / pervious casing embankment using soil collected in heaps in
embankment area as part of disposal of excavated soil from canal including cost of all
materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25
cm before compaction, breaking clods, sectioning and compacting each layer without
watering to density control of not less than 95 percent or as stipulated by Sheep foot roller /
Vibratory roller/ 8 to 10 tonne power roller etc., complete.

DATA: RATE ANALYSIS UNIT : 600.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.60 1715.50 6175.80
Fuel / Energy charges Hour 3.60 625.30 2251.08
2 Vibratory Roller 8 tonne Hour 6.06 1342.20 8133.73
Fuel / Energy charges Hour 6.06 1056.40 6401.78
3 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 23002.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.60 221.00 795.60
2 Crew for Roller Hour 6.06 244.90 1484.09
3 work inspector Day 1.00 400.00 400.00
4 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 3919.69
labour component/unit qty 6.50
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 23002.40
C. Cost of Labour Rs: 3919.69
Total Rs: 26922.09

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3665.44
Total cost for 600.00 cum Rs: 30587.53
Rate per cum (A+B+C+D)/600 Rs. 51.00

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 Canal and Allied Works - Item Unit Rates 2014-15

IRR-CAW-4-6 Providing compacted embankment for field irrigation channels with gravely soil from
approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking
clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto
50 m and all lifts.

DATA RATE ANALYSIS UNIT : 25.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) Hour 1.00 10.20 10.20
Fuel / Energy charges Hour 1.00 81.30 81.30
Total hire charges of Machinery Rs: 91.50

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for pump Hour 1.00 103.60 103.60
2 work inspector Day 1.00 400.00 400.00
3 Crowbarman for loosening soil Day 2.50 370.00 925.00
4 mazdoor
For excavation at borrow area Day 5.00 310.00 1550.00

For spreading / levelling / sectioning Day 2.50 310.00 775.00

for loading soil Day 5.00 310.00 1550.00

5 Cartman with Bullock cart for water Day 1.00 400.00 400.00
6 Bullock drawn roller for rolling Day 1.00 400.00 400.00
Total cost of Labour Rs: 6103.60
labour component/unit qty 244.10
Add contractor's profit and overhead charges 13.615% 33.20
labour component/unit qty (including contractor's profit) 277.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 91.50
C. Cost of Labour Rs: 6103.60
Total Rs: 6195.10

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 843.46
Total cost for 25.00 cum Rs: 7038.56
Rate per cum (A+B+C+D)/25 Rs. 281.50

IRR-CAW-5 FOUNDATION FILLING WORKS :

IRR-CAW-5-1 Providing rubble and sand filling in layers of 22.5 to 30 cm including cost of all materials,
machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble stones at quarry cum 10.00 330.00 3300.00
2 Sand for filling cum 4.00 560.00 2240.00
Total cost of Materials Rs: 5540.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount

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in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1240.00
labour component/unit qty 124.00
Add contractor's profit and overhead charges 13.615% 16.90
labour component/unit qty (including contractor's profit) 140.90

ABSTRACT:
A. Cost of Materials Rs: 5540.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1240.00
Total Rs: 6780.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 923.1
Total cost for 10.00 cum Rs: 7703.10
Rate per cum (A+B+C+D)/10 Rs. 770.30

IRR-CAW-5-2 Providing rubble and Murum filling in layers of 22.5 to 30 cm including cost of all materials,
machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble stones at quarry cum 10.00 330.00 3300.00
2 Murum cum 4.00 115.00 460.00
Total cost of Materials Rs: 3760.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1240.00
labour component/unit qty 124.00
Add contractor's profit and overhead charges 13.615% 16.90
labour component/unit qty (including contractor's profit) 140.90

ABSTRACT:
A. Cost of Materials Rs: 3760.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1240.00
Total Rs: 5000.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 680.75
Total cost for 10.00 cum Rs: 5680.75
Rate per cum (A+B+C+D)/10 Rs. 568.10

IRR-CAW-5-3 Providing and laying 25 cm thick sand blanket below embankment including cost of all
materials, machinery, labour, spreading to specified thickness etc., complete with initial lead
upto 50 m and all lifts.

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DATA RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand for Filling cum 25.00 560.00 14000.00
0.00 0.00
Total cost of Materials Rs: 14000.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 1550.00
labour component/unit qty 15.50
Add contractor's profit and overhead charges 13.615% 2.10
labour component/unit qty (including contractor's profit) 17.60

ABSTRACT:
A. Cost of Materials Rs: 14000.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1550.00
Total Rs: 15550.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2117.13
Total cost for 100.00 sqm Rs: 17667.13
Rate per sqm (A+B+C+D)/100 Rs. 176.70

IRR-CAW-5-3-A Providing and laying sand blanket below embankment including cost of all
(New Item3- 2011--
12) materials, machinery, labour, spreading to specified thickness etc., complete with initial lead
upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand for Filling cum 100.00 560.00 56000.00
0.00 0.00
Total cost of Materials Rs: 56000.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 20.00 310.00 6200.00
Total cost of Labour Rs: 6200.00
labour component/unit qty 62.00
Add contractor's profit and overhead charges 13.615% 8.40
labour component/unit qty (including contractor's profit) 70.40

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ABSTRACT:
A. Cost of Materials Rs: 56000.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6200.00
Total Rs: 62200.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 8468.53
Total cost for 100.00 cum Rs: 70668.53
Rate per cum (A+B+C+D)/100 Rs. 706.70

IRR-CAW-5-4 Providing and constructing dry rubble rock-toe using rubble and stone chips from
approved source including cost of all materials, machinery, labour, hand packing rubble
and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto
50 m and all lifts.

DATA RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble cum 100.00 330.00 33000.00
2 Stone chips cum 15.00 360.00 5400.00
3 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 38440.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class-II Day 7.00 370.00 2590.00
3 mazdoor Day 19.00 310.00 5890.00
Total cost of Labour Rs: 8880.00
labour component/unit qty 88.80
Add contractor's profit and overhead charges 13.615% 12.10
labour component/unit qty (including contractor's profit) 100.90

ABSTRACT:
A. Cost of Materials Rs: 38440.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 8880.00
Total Rs: 47320.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 6442.62
Total cost for 100.00 cum Rs: 53762.62
Rate per cum (A+B+C+D)/100 Rs. 537.60

IRR-CAW-5-5 Providing and constructing longitudinal and cross graded filter drains using sand and
20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications
including cost of all materials, machinery, labour, laying to required slopes, compaction etc.,
complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand (Un-Screened ) cum 76.80 560.00 43008.00

2 Coarse aggregate 20-10 mm 75 % cum 17.40 1210.00 21054.00

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Coarse aggregate 10 mm down 25

3 % cum 5.80 875.00 5075.00
Total cost of Materials Rs: 69137.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 36.00 310.00 11160.00
Total cost of Labour Rs: 11560.00
labour component/unit qty 115.60
Add contractor's profit and overhead charges 13.615% 15.70
labour component/unit qty (including contractor's profit) 131.30

ABSTRACT:
A. Cost of Materials Rs: 69137.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 11560.00
Total Rs: 80697.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10986.9
Total cost for 100.00 cum Rs: 91683.90
Rate per cum (A+B+C+D)/100 Rs. 916.80

IRR-CAW-5-6 Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and
filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including
Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: Unit: 100 mt
Sl.No Particulars Unit Qty Rate in RsAmount in Rs.
1 12 mm to 40 mm metal Cum 13.5 1145.00 15457.50
2 Sand (Un-Screened ) cum 36 560.00 20160.00
Total cost of Materials Rs. 35617.5

B. MACHINERY
Sl.No Description Unit Quantity Rate in Rs.
Amount in Rs.

1 Excavation of drain with Excavator Cum 45 37.00 1665.00

Total hire charges of Machinery Total Rs. 1665

C. LABOUR
Sl.No Particulars Unit Qty Rate in RsAmount in Rs.
1 Labour for Sand laying Cum 5.14 310.00 1593.40
2 Labour for Metal laying Cum 1.93 310.00 598.30
Total cost of Labour Rs. 2191.7
labour component/unit qty 21.90
Add contractor's profit and overhead charges 13.615% 3.00
labour component/unit qty (including contractor's profit) 24.90

ABSTRACT
A. Cost of Materials Rs. 35617.5
B. Hire charges of Machinery Rs. 1665
C. Cost of Labour Rs. 2191.7
Total Rs: 39474.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 5374.41
Total cost for 100.00 mt Rs: 44848.61
Rate per mt (A+B+C+D)/100 Rs. 448.50

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IRR-CAW-5-7 Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides
using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size
600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials
including 50 m lead and for all lifts.

DATA Rate Analysis Unit 1 Plug

A. MATERIALS:
Rate in Amount in
Sl.No Particulars Unit Qty Rs Rs.
1 Coarse aggregate Cum 0.08 1210.00 97.28
2 Sand (Un-Screened ) cum 0.203 560.00 113.68
3 Cement Kg 1.181 6.30 7.44
Total cost of Materials Rs. 218.40

B. MACHINERY
Rate in Amount in
Sl.No Description Unit Quantity
Rs. Rs.

1 Excavation of drain with Excavator Cum 0.27 37.00 9.99

2 Machine mixing Charges Cum 0.003 338.90 1.02
Total hire charges of Machinery Total Rs. 11.01

C. LABOUR
Rate in Amount in
Sl.No Particulars Unit Qty Rs Rs.
1 Mazdoor Day 0.30 310.00 93.00
Total cost of Labour Rs. 93.00
labour component/unit qty 93.00
Add contractor's profit and overhead charges 13.615% 12.70
labour component/unit qty (including contractor's profit) 105.70

ABSTRACT
A. Cost of Materials Rs. 218.40
B. Hire charges of Machinery Rs. 11.01
C. Cost of Labour Rs. 93.00
Total Rs: 322.41

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 43.9
Total cost for 1.00 Plug Rs: 366.31
Rate per each plug (A+B+C+D)/1.0 Rs. 366.30

IRR-CAW-5-8 Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of
15 cm thick sand layers and 20 cm thick 20 mm down coarse aggregate layer using approved
materials satisfying specified filter creteria as per specifications including cost of all materials,
machinery, labour, laying to required slope, compaction etc., complete with initial lead upto
50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand (Un-Screened ) cum 60.00 560.00 33600.00

2 Coarse aggregate 20-10 mm 75 % cum 30.00 1210.00 36300.00

Coarse aggregate 10 mm down 25
3 % cum 10.00 875.00 8750.00
Total cost of Materials Rs: 78650.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00

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Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 36.00 310.00 11160.00
Total cost of Labour Rs: 11560.00
labour component/unit qty 115.60
Add contractor's profit and overhead charges 13.615% 15.70
labour component/unit qty (including contractor's profit) 131.30

ABSTRACT:
A. Cost of Materials Rs: 78650.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 11560.00
Total Rs: 90210.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12282.09
Total cost for 100.00 cum Rs: 102492.09
Rate per cum (A+B+C+D)/100.0 Rs. 1024.90

IRR-CAW-5-9 Providing and constructing graded filter media below and behind rock-toe consisting of
20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse
aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm
down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter
creiteria below rock-toe as per specifications including cost of all materials, machinery, labour,
laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 176.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand (Un-Screened ) cum 58.77 560.00 32911.20
2 Coarse aggregate 40-20 mm cum 52.70 1145.00 60341.50
3 Coarse aggregate 20-10 mm cum 50.70 1210.00 61347.00
4 Coarse aggregate 10 mm down cum 13.80 875.00 12075.00
Total cost of Materials Rs: 166674.70

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoors Day 60.00 310.00 18600.00
Total cost of Labour Rs: 19000.00
labour component/unit qty 108.00
Add contractor's profit and overhead charges 13.615% 14.70
labour component/unit qty (including contractor's profit) 122.70

ABSTRACT:
A. Cost of Materials Rs: 166674.70
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 19000.00
Total Rs: 185674.70

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 25279.61
Total cost for 176.00 cum Rs: 210954.31
Rate per cum (A+B+C+D)/176.0 Rs. 1198.60

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IRR-CAW-5-10 Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter
(a) fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including
cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m
a. for aggregate and all leads for fabric and all lifts.
Using 200 gsm filter fabric.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 PP filter fabric 200 gsm sqm 210.00 132.00 27720.00
2 20 - 10 mm CA @ 75 % cum 15.00 1210.00 18150.00
10 mm down CA @ 25 % cum 5.00 875.00 4375.00
Total Cost of materials Rs: 50245.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 7.00 310.00 2170.00
Total cost of Labour Rs: 2570.00
labour component/unit qty 25.70
Add contractor's profit and overhead charges 13.615% 3.50
labour component/unit qty (including contractor's profit) 29.20

ABSTRACT:
A. Cost of Materials Rs: 50245.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2570.00
Total Rs: 52815.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 7190.76
Total cost for 100.00 sqm Rs: 60005.76
Rate per sqm (A+B+C+D)/100.0 Rs. 600.10

IRR-CAW-5-11 Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter
(b) fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including
cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m
for aggregate and all leads for fabric and all lifts.
b. Using 250 gsm filter fabric.

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Data RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 PP filter fabric 250 gsm sqm 210.00 154.00 32340.00
2 20 - 10 mm CA @ 75 % cum 15.00 1210.00 18150.00
10 mm down CA @ 25 % cum 5.00 875.00 4375.00
Total cost of Materials Rs: 54865.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 7.00 310.00 2170.00
Total cost of Labour Rs: 2570.00
labour component/unit qty 25.70
Add contractor's profit and overhead charges 13.615% 3.50
labour component/unit qty (including contractor's profit) 29.20

ABSTRACT:
A. Cost of Materials Rs: 54865.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2570.00
Total Rs: 57435.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 7819.78
Total cost for 100.00 sqm Rs: 65254.78
Rate per sqm (A+B+C+D)/100.0 Rs. 652.50

IRR-CAW-6 ROCK FILL WORKS :

IRR-CAW-6-1 Providing and constructing rockfill casing to canal embankment with graded stones and
spalls from approved quarry including cost of all materials, machinery, labour, spreading
stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,
complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble stones ( at quarry ) cum 100.00 330.00 33000.00
2 Stone chips / spalls ( at quarry ) 15.00 360.00 5400.00
Total cost of Materials Rs: 38400.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 6.00 370.00 2220.00
2 mazdoor Day 8.00 310.00 2480.00
Total cost of Labour Rs: 4700.00
labour component/unit qty 47.00

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Add contractor's profit and overhead charges 13.615% 6.40

labour component/unit qty (including contractor's profit) 53.40

ABSTRACT:
A. Cost of Materials Rs: 38400.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4700.00
Total Rs: 43100.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 5868.07
Total cost for 100.00 cum Rs: 48968.07
Rate per cum (A+B+C+D)/100.0 Rs. 489.70

IRR-CAW-6-2 Providing and constructing rockfill casing to canal embankment with graded stones and
spalls available in dump yard (spoil bank) including cost of all materials, machinery, labour, spreading
stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,
complete with initial lead upto 50 m and all lifts.

Note: Stones and spalls available in dump yard shall be issued at specified issue rate.

DATA RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble stones at dump yard cum 100.00 165.00 16500.00

2 Stone chips ( spalls ) at dump yard 15.00 185.00 2775.00

Total cost of Materials Rs: 19275.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 6.00 370.00 2220.00
2 Crowbarman Day 2.00 370.00 740.00
3 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs: 6060.00
labour component/unit qty 60.60
Add contractor's profit and overhead charges 13.615% 8.30
labour component/unit qty (including contractor's profit) 68.90

ABSTRACT:
A. Cost of Materials Rs: 19275.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6060.00
Total Rs: 25335.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3449.36
Total cost for 100.00 cum Rs: 28784.36
Rate per cum (A+B+C+D)/100.0 Rs. 287.80

IRR-CAW-7 CANAL LINING WORKS :

IRR-CAW-7-1 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow
area including spreading soil in layers of thickness not more than 15 cm, breaking clods,
watering, compacting to density control of not less than 98 percent or as stipulated,
dressing to required profile etc., complete with initial lead upto 1 km and all lifts.

DATA: Capacity of shovel bucket : 0.50 cum

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Capacity of shovel bucket under heaped condition : 0.58 cum

Capacity of tipper : 5.00 cum
Lead for conveyance of soil : 1 km
Speed for loaded tipper under haul road condition : 20 km / hr
Speed for empty tipper under haul road condition : 25 km / hr
Turning and unloading time : 2.00 min
Shovel digging and loading cycle per bucket : 32 sec
In-situ qty / bucket for 15 % bulkage of soil ( 0.58 /1.15 ) : 0.50 cum
In-situ quantity per load for 20 % bulkage of soil ( 5.0 /1.2 ) say : 4.00 cum
Number of buckets per load ( 4.00 / 0.50 ) say : 8 buckets
Cycle time for loading 8 buckets ( 8 x 32 / 60 ) say : 4.30 min
Round trip cycle time for tipper:
Ideal cycle time of shovel for digging & loading : 4.30 min
Time for 1km haulage under load ( 60 / 20 ) : 3.00 min
Time for turning and un-loading : 2.00 min
Time for 1 km return trip ( 60 / 25 ) : 2.40 min
Time for turning and spotting : 0.50 min
Total : 12.20 min
No. of tippers to match corrected cycle time of shovel ( 12.60 / 4.00 ) : 3 Nos
Output of tipper / hr with 50 min working / hr ( 50 x 4.00 / 12.20 ) : 16.40 cum
Output for 3 tippers per day ( 3 x 16.40 x 8 ) say : 394 cum
1 Stripping of borrow area :
Generally borrow area is stripped once in a week for 6 days requirement of soil.
Area to be stripped assuming 2.0 m depth of cut ( 394 x 6 / 2.0 ) : 1182 sqm
Depth of stripping : 0.2 m
Quantity of stripping considering 5 % extra area ( 1182x1.05x0.20 ) : 248 cum
Output of dozer per hr with 50 min / hr working for stripping : 72 cum
Time required for stripping 248 cum : 3.5 hours
Consider 5 hours including time for levelling stripped siol / shifting time.
Requirement of dozer for one day work of 394 cum say : 1.00 hours
2 Collection of soil for embankment:
Deploy one 0.50 cum capacity shovel for 8 hours for digging and loading soil.
Deploy 3 tippers of 5.00 cum capacity for 8 hours to convey soil to embankment area.
3 Spreading soil in 15 cm layer:
In view of narrow width spreading soil by dozer is generally not be possible.
Soil collected in heaps along the edge of the canal can be pushed down by dozer to the extent
required and further spreading in layers of specified thickness has to be carried out by manual
labour. Deploy dozer for 2.00 hour for pushing soil.
Output of mazdoor for levelling per day : 20 cum
Consider 27 mazdoors for levelling 551.6 cum soil including extra soil to be laid for roller
margin.
4 Watering;
Generally soil in the borrow area will be in moist condition. In the beginning of the season no
watering may be necessary and in summer months about 8 to 10 percent watering may be
needed to maintain soil moisture within OMC plus or minus 3 percent limit. Assuming seasonal
average of 5 % watering by weight, the daily requirement of water for 394 cum of embankment
will be about 4 tanker loads of 8000 ltrs each.
Deploy 8000 ltr capacity water tanker for 4 hours daily for watering before rolling.
Consider 2 mazdoors for spraying water.
5 Compaction:
Since dozer is not considered for spreading soil about 25 percent extra roller passes needed.
Generally about 10 to 12 passes of diesel road roller is adequate for achieving 98 percent density
control for 25 cm thick loose layer.
Effective length of roller drum : 1.50 m
Speed of roller per hour : 3.00 km
Thickness of layer : 0.15 m
Number of roller passes to achieve specified density control : 12 Nos
Output of roller / hr with 50 min /hr working and 75 % effenciancy
50 / 60 ( 1.5 x 3000 x 0.15 x 0.75 / 12 ) 35.15625 say : 35.15 cum/hour
Time for rolling 394 cum spread soil 11.2091 say : 11.5 hours
Sorting out/ sectioning etc :
Assume 4 mazdoors for sorting out.
No extra labour required for sectioning as trimming roller margin forms part of the soil collection
for bed lining.However 5 mazdoors considered for finishing to required slopes.

DATA: RATE ANALYSIS UNIT : 394.00 cum

A. MATERIALS:

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Sl No particulars Unit Quantity Rate Amount

in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
2 Angle dozer 90 hp Hour 3.00 1715.50 5146.50
Fuel / Energy charges Hour 3.00 625.30 1875.90
3 Tipper 5 cum Hour 24.00 446.70 10720.80
Fuel / Energy charges Hour 24.00 307.20 7372.80
4 Pump 5 hp ( diesel ) Hour 4.00 10.20 40.80
Fuel / Energy charges Hour 4.00 81.30 325.20
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Diesel road roller 8-10 tonne Hour 11.50 197.20 2267.80
Fuel / Energy charges Hour 11.50 731.40 8411.10
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 51025.30

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Dozer Hour 3.00 221.00 663.00
3 Crew for Tipper Hour 24.00 165.80 3979.20
4 Crew for Pump Hour 4.00 103.60 414.40
5 Crew for Water tanker Hour 4.00 165.80 663.20
6 Crew for Road roller Hour 11.50 195.90 2252.85
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 38.00 310.00 11780.00
Total cost of Labour Rs: 22320.65
labour component/unit qty 56.70
Add contractor's profit and overhead charges 13.615% 7.70
labour component/unit qty (including contractor's profit) 64.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 51025.30
C. Cost of Labour Rs: 22320.65
Total Rs: 73345.95

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9986.05
Total cost for 394.00 cum Rs: 83332.00
Rate per cum (A+B+C+D)/394.0 Rs. 211.50

IRR-CAW-7-2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow
area including spreading soil in layers of thickness not more than 15 cm, breaking clods,
watering, compacting to density control of not less than 95 percent or as stipulated,
dressing to required profile etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 394.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:

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 Canal and Allied Works - Item Unit Rates 2014-15

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.
1 Shovel 0.5 cum Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
2 Angle dozer 90 hp Hour 3.00 1715.50 5146.50
Fuel / Energy charges Hour 3.00 625.30 1875.90
3 Tippers 5 cum Hour 24.00 446.70 10720.80
Fuel / Energy charges Hour 24.00 307.20 7372.80
4 Pump 5 hp ( diesel ) Hour 4.00 10.20 40.80
Fuel / Energy charges Hour 4.00 81.30 325.20
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Diesel road roller 8-10 tonnes Hour 10.00 197.20 1972.00
Fuel / Energy charges Hour 10.00 731.40 7314.00
7 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 49632.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Shovel Hour 8.00 221.00 1768.00
2 Crew for Dozer Hour 3.00 221.00 663.00
3 Crew for Tipper Hour 24.00 165.80 3979.20
4 Crew for Pump Hour 4.00 103.60 414.40
5 Crew for Water tanker Hour 4.00 165.80 663.20
6 Crew for Road roller Hour 10.00 195.90 1959.00
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 38.00 310.00 11780.00
Total cost of Labour Rs: 22026.80
labour component/unit qty 55.90
Add contractor's profit and overhead charges 13.615% 7.60
labour component/unit qty (including contractor's profit) 63.50

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 49632.40
C. Cost of Labour Rs: 22026.80
Total Rs: 71659.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9756.4
Total cost for 394.00 cum Rs: 81415.60
Rate per cum (A+B+C+D)/394.0 Rs. 206.60

IRR-CAW-7-3 Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heaps
along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from
canal excavation in CNS soil reach including spreading in layers of thickness not more than
15 cm, breaking clods, watering, compacting to density control of not less than 95 percent
or as stipulated, dressing to required profile etc., complete with lead upto upto 50 m and all
lifts.

DATA: RATE ANALYSIS UNIT : 394.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle Dozer 90 hp Hour 1.50 1715.50 2573.25
Fuel / Energy charges Hour 1.50 625.30 937.95
2 Pump 5 hp ( diesel ) Hour 5.00 10.20 51.00
Fuel / Energy charges Hour 5.00 81.30 406.50

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 Canal and Allied Works - Item Unit Rates 2014-15

3 Water tanker 8000 ltr Hour 5.00 402.50 2012.50

Fuel / Energy charges Hour 5.00 307.20 1536.00
4 Diesel road roller 8-10 tonne Hour 13.00 197.20 2563.60
Fuel / Energy charges Hour 13.00 731.40 9508.20
5 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 19689.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 1.50 221.00 331.50
2 Crew for Pump Hour 5.00 103.60 518.00
3 Crew for Water tanker Hour 5.00 165.80 829.00
4 Crew for Road roller Hour 13.00 195.90 2546.70
5 work inspector Day 2.00 400.00 800.00
6 mazdoor Day 38.00 310.00 11780.00
Total cost of Labour Rs: 16805.20
labour component/unit qty 42.70
Add contractor's profit and overhead charges 13.615% 5.80
labour component/unit qty (including contractor's profit) 48.50

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 19689.00
C. Cost of Labour Rs: 16805.20
Total Rs: 36494.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4968.69
Total cost for 394.00 cum Rs: 41462.89
Rate per cum (A+B+C+D)/394.0 Rs. 105.20

IRR-CAW-7-4 Providing and fixing 20 x 20 x 75 cm size top surface neatly dressed canal bed level
stones including cost of all materials, labour, excavation, fixing in position to correct level etc.,
complete with lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 32 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rough stone 20x20x75 cm Each 32.00 23.00 736.00
0.00 0.00 0.00
Total cost of Materials Rs: 736.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Stone chiseller Cl- I Day 2.00 415.00 830.00
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1850.00
labour component/unit qty 57.80
Add contractor's profit and overhead charges 13.615% 7.90
labour component/unit qty (including contractor's profit) 65.70

ABSTRACT:
A. Cost of Materials Rs: 736.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1850.00

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 Canal and Allied Works - Item Unit Rates 2014-15

Total Rs: 2586.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 352.08
Total cost for 32.00 Nos. Rs: 2938.08
Rate per each (A+B+C+D)/32.0 Rs. 91.80

IRR-CAW-7-5 Providing, fabricating and placing in position reinforcement steel bars for RCC works
including cleaning, straightening, cutting, bending, hooking, lapping, tying with 1.25 mm dia.
soft annealed steel wire, welding wherever required including cost of all materials, machinery,
labour etc., complete with initial lead upto 50 and all lifts.

DATA RATE ANALYSIS UNIT : 1000.00 kg

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rein.Steel with 5 % wastage kg 1050.00 40.00 42000.00
2 Binding wire 1.25 mm dia kg 8.00 70.00 560.00
3 Sundries ( chairs / spacers etc ) LS 10.00 20.00 200.00
Total cost of Materials Rs: 42760.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Bar bender Day 6.00 490.00 2940.00
2 mazdoor Day 11.00 310.00 3410.00
Total cost of Labour Rs: 6350.00
labour component/unit qty 6.40
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.30

ABSTRACT:
A. Cost of Materials Rs: 42760.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6350.00
Total Rs: 49110.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 6686.33
Total cost for 1000.00 kg Rs: 55796.33
Rate per kg (A+B+C+D)/1000.0 Rs. 55.80

IRR-CAW-7-6 Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not less
than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard,
graded aggregates for canal lining using vibrating cylinder type mechanical paver including
cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,
finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver
from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts.
(43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for
use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of
concrete for curvatures and bends etc.,)

DATA: RATE ANALYSIS UNIT : 960 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 23760.00 6.30 149688.00
2 Coarse aggregate 20-10 mm cum 41.18 1210.00 49832.64

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 Canal and Allied Works - Item Unit Rates 2014-15

Coarse aggregate 10-4.75 mm cum 22.18 875.00 19404.00

3 Fine aggregate (Un-Screened ) cum 35.64 560.00 19958.40
4 Super plasticiser kg 95.04 95.00 9028.80
5 PVC sealing strip Rm 640.00 47.00 30080.00
6 Use rate of paving cylinder sqm 960.00 0.88 842.40
7 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 278934.24

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Batching plant Hour 8.00 405.40 3243.20
Lubricants etc @ 5 % Hour 8.00 20.27 162.16
2 Transit mixer 3 Nos Hour 24.00 758.40 18201.60
Fuel / Energy charges Hour 24.00 893.90 21453.60
3 Mechanical paver Hour 8.00 356.50 2852.00
Lubricants etc @ 5 % Hour 8.00 17.83 142.60
4 DG set for batching plant 50 KVA Hour 8.00 85.10 680.80
Fuel / Energy charges Hour 8.00 975.20 7801.60
5 DG set for paver 30 KVA Hour 8.00 65.80 526.40
Fuel / Energy charges Hour 8.00 650.10 5200.80
6 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20
Fuel / Energy charges Hour 2.00 487.60 975.20
7 Water tanker Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60

8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 10.20 81.60

Fuel / Energy charges Hour 8.00 81.30 650.40
9 Sundries ( power line etc ) LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 69755.76

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Transit mixer Hour 24.00 265.20 6364.80
3 Crew for Concrete paver Hour 8.00 391.90 3135.20
4 Crew for DG set Hour 16.00 122.50 1960.00
5 Crew for Shovel Hour 2.00 221.00 442.00
6 Crew for Water tanker Hour 8.00 165.80 1326.40
7 Crew for Pump Hour 16 103.60 1657.60
8 Mason Class I Day 2 415.00 830.00
9 Mechanic Day 1 415.00 415.00
10 Fitter Day 1 415.00 415.00
11 Electrician Day 1 480.00 480.00
12 work inspector Day 2 400.00 800.00
13 mazdoor ( BP site ) Day 5 310.00 1550.00
14 mazdoor ( Paver site ) Day 10 310.00 3100.00
Total cost of Labour Rs: 25021.60
labour component/unit qty 26.10
Add contractor's profit and overhead charges 13.615% 3.60
labour component/unit qty (including contractor's profit) 29.70

ABSTRACT:
A. Cost of Materials Rs: 278934.24
B. Hire charges of Machinery Rs: 69755.76
C. Cost of Labour Rs: 25021.6
Total Rs:373711.6
Add for shifting & re-erection of BP @ 2% Rs: 7474.232
Add for LH / RH shifting & erection of Paver @ 0.5% Rs: 1868.558
Add for ledge cutting / erection of tracks etc @ 1% Rs: 3737.116
Total Rs: 386791.51
D. Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs: 52661.66
Lead Charges for 1 Km for FA 35.64 cum @ 31.3 Rs./Cum1115.532
Lead Charges for 1 Km for CA 63.36 cum @ 30.2 Rs./Cum1913.47
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 23.76 tonne @ 129.7 Rs./Tonne
3081.672

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 Canal and Allied Works - Item Unit Rates 2014-15

Total cost for 960.00 sqm Rs: 445563.84

Rate per sqm (A+B+C+D)/960.0 Rs. 464.10

IRR-CAW-7-7 Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not less
than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard,
graded aggregates for canal lining using vibrating cylinder type mechanical paver including
cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,
finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver
from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts.
(43 Gr Cement content: 300 kg /cum (24 kg/ sqm) for
use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum equivalent concrete volume:84.48 cum including the extra quantity of
concrete for curvatures and bends etc.,)

DATA: RATE ANALYSIS UNIT : 960 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 25344.00 6.30 159667.20
2 Coarse aggregate 20-10 mm cum 43.93 1210.00 53154.82
Coarse aggregate 10-4.75 mm cum 23.65 875.00 20697.60
3 Fine aggregate (Un-Screened ) cum 38.02 560.00 21288.96
4 Super plasticiser kg 101.38 95.00 9630.72
5 PVC sealing strip Rm 640.00 47.00 30080.00
6 Use rate of paving cylinder sqm 960.00 0.88 842.40
7 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 295461.70

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Batching plant Hour 8.00 405.40 3243.20
Lubricants etc @ 5 % Hour 8.00 20.27 162.16
2 Transit mixer 3 Nos Hour 24.00 758.40 18201.60
Fuel / Energy charges Hour 24.00 893.90 21453.60
3 Mechanical paver Hour 8.00 356.50 2852.00
Lubricants etc @ 5 % Hour 8.00 17.83 142.60
4 DG set for batching plant 50 KVA Hour 8.00 85.10 680.80
Fuel / Energy charges Hour 8.00 975.20 7801.60
5 DG set for paver 30 KVA Hour 8.00 65.80 526.40
Fuel / Energy charges Hour 8.00 650.10 5200.80
6 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20
Fuel / Energy charges Hour 2.00 487.60 975.20
7 Water tanker Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60

8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 10.20 81.60

Fuel / Energy charges Hour 8.00 81.30 650.40
9 Sundries ( power line etc ) LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 69755.76

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Transit mixer Hour 24.00 265.20 6364.80
3 Crew for Concrete paver Hour 8.00 391.90 3135.20
4 Crew for DG set Hour 16.00 122.50 1960.00
5 Crew for Shovel Hour 2.00 221.00 442.00
6 Crew for Water tanker Hour 8.00 165.80 1326.40
7 Crew for Pump Hour 16 103.60 1657.60
8 Mason Class I Day 2 415.00 830.00
9 Mechanic Day 1 415.00 415.00
10 Fitter Day 1 415.00 415.00
11 Electrician Day 1 480.00 480.00

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 Canal and Allied Works - Item Unit Rates 2014-15

12 work inspector Day 2 400.00 800.00

13 mazdoor ( BP site ) Day 5 310.00 1550.00
14 mazdoor ( Paver site ) Day 10 310.00 3100.00
Total cost of Labour Rs: 25021.60
labour component/unit qty 26.10
Add contractor's profit and overhead charges 13.615% 3.60
labour component/unit qty (including contractor's profit) 29.70

ABSTRACT:
A. Cost of Materials Rs: 295461.70
B. Hire charges of Machinery Rs: 69755.76
C. Cost of Labour Rs: 25021.6
Total Rs:
390239.06
Add for shifting & re-erection of BP @ 2% Rs: 7804.7811
Add for LH / RH shifting & erection of Paver @ 0.5% Rs: 1951.1953
Add for ledge cutting / erection of tracks etc @ 1% Rs: 3902.3906
Total Rs: 403897.42
D. Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs: 54990.63
Lead Charges for 1 Km for FA 38.02 cum @ 31.3 Rs./Cum
1189.9008
Lead Charges for 1 Km for CA 67.58 cum @ 30.2 Rs./Cum2041.04
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 25.34 tonne @ 129.7 Rs./Tonne
3287.1168
Total cost for 960.00 sqm Rs: 465406.11
Rate per sqm (A+B+C+D)/960.0 Rs. 484.80

IRR-CAW-7-8 Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than
15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded
aggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all
materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming
contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othere
side of canal etc., complete with initial lead upto 1 Km and all lifts.
(43 Gr Cement content: 300 kg /cum (30 kg/ sqm) for
use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.45 cum equivalent concrete volume:88 cum including the extra quantity of
concrete for curvatures and bends etc.,)

DATA: RATE ANALYSIS UNIT : 800 Sqm

A. MATERIALS:
Sl.No Particulars Unit Qty Rate in Rs.
Amount
1 Cement 43 Gr Kg 26400 6.30 166320.00
2 Coarse aggregate 20-10 mm cum 45.76 1210.00 55369.60
Coarse aggregate 10-4.75 mm cum 24.64 875.00 21560.00
3 Fine aggregate (Un-Screened) cum 39.6 560.00 22176.00
4 Super plasticiser kg 105.6 95.00 10032.00
5 PVC sealing strip Rm 533 47.00 25051.00
6 Use rate of paving cylinder sqm 800 0.8775 702.00
Total cost of Materials Rs. 301210.6

B. MACHINERY:
Sl.No Particulars Unit Qty Rate in Rs.
Amount
1 Batching plant Hour 8 405.40 3243.20
2 Transit mixer 3 Nos Hour 24 758.40 18201.60
Fuel / Energy charges Hour 24 893.90 21453.60
3 Mechanical paver Hour 8 356.50 2852.00
lubricants etc @ 5% Hour 8 17.83 142.60
4 DG set for batching plant 50 KVA Hour 8 85.10 680.80
Fuel / Energy charges Hour 8 975.20 7801.60
5 DG set for paver 30 KVA Hour 8 65.80 526.40
Fuel / Energy charges Hour 8 650.10 5200.80
6 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20
Fuel / Energy charges Hour 2.00 487.60 975.20
7 Water tanker Hour 8 402.50 3220.00
Fuel / Energy charges Hour 8 307.20 2457.60
Pump 5 hp (diesel) 2 Nos. 4 hrs
8 each Hour 8 10.20 81.60

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 Canal and Allied Works - Item Unit Rates 2014-15

Fuel / Energy charges 8 81.30 650.40

Total hire charges of Machinery Rs. 69493.6

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Transit mixer Hour 24.00 265.20 6364.80
3 Crew for Concrete paver Hour 8.00 391.90 3135.20
4 Crew for DG set Hour 16.00 122.50 1960.00
5 Crew for Shovel Hour 2.00 221.00 442.00
6 Crew for Water tanker Hour 8 165.80 1326.40
7 Crew for Pump Hour 8 103.60 828.80
8 Mason Class I Day 2 415.00 830.00
9 Mechanic Day 1 415.00 415.00
10 Fitter Day 1 415.00 415.00
11 Electrician Day 1 480.00 480.00
12 work inspector Day 2 400.00 800.00
13 mazdoor ( BP site ) Day 5 310.00 1550.00
14 mazdoor ( Paver site ) Day 10 310.00 3100.00
Total cost of Labour Rs: 24192.80
labour component/unit qty 30.20
Add contractor's profit and overhead charges 13.615% 4.10
labour component/unit qty (including contractor's profit) 34.30

ABSTRACT
A. Cost of Materials Rs. 301210.6
B. Hire charges of Machinery Rs. 69493.6
C. Cost of Labour Rs. 24192.80
TOTAL Rs. 394897
Add for shifting & re-erection of BP @ 2% Rs. 7897.94
Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 1974.485
Add for ledge cutting / erection of tracks etc @ 1% Rs. 3948.97
Total Rs: 408718.40
D. Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs: 55647.01
Lead Charges for 1 Km for FA 39.60 cum @ 31.3 Rs./Cum1239.48
Lead Charges for 1 Km for CA 70.40 cum @ 30.2 Rs./Cum2126.08
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 26.40 tonne @ 129.7 Rs./Tonne3424.08
Total cost for 800.00 Sqm Rs: 471155.05
Rate per Sqm (A+B+C+D)/800.0 Rs. 588.90

IRR-CAW-7-9 Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all
accessories across canal CD work or other locations wherever shifting and re-erecting is
necessary including aligning paver correctly for continuing canal lining work, cost of all
materials, machinery, labour etc., complete with all leads and lifts.

Note: Local shifting and re-erection of paver for LH and RH side lining included in concrete lining rates
under items IRR-CAW-7-7 and IRR-CAW-7-8 and saperate rate for shifting shall not be allowed.

DATA: RATE ANALYSIS UNIT : 1.00 Shifting

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00

Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Tipper Hour 4.00 446.70 1786.8
Fuel / Energy charges Hour 1.00 307.20 307.2
2 Sundries (ropes / rails etc) LS 1.00 20.00 20

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Total hire charges of Machinery Rs: 2114.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Tipper Hour 4.00 165.80 663.2
2 Crew for Paver Hour 8.00 391.90 3135.2
3 mazdoor Day 6.00 310.00 1860
Total cost of Labour Rs: 5658.40
labour component/unit qty 5658.40
Add contractor's profit and overhead charges 13.615% 770.40
labour component/unit qty (including contractor's profit) 6428.80

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 2114.00
C. Cost of Labour Rs: 5658.40
Total Rs: 7772.40

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1058.21
Total cost for 1.00 Shifting Rs: 8830.61
Rate per Shifting (A+B+C+D)/1.0 Rs. 8830.60

IRR-CAW-7-10 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for bed and side lining of canal(150mm thick) including finishing the junction of bed and sides
to required curveture, cost of all materials, machinery, labour, formwork including supports,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum )
( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA RATE ANALYSIS UNIT : 28.17 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 7042.5 6.30 44367.75

Cement for incidentals @ 5 kg / cum kg 140.85 6.30 887.355

2 Coarse aggregate 40-20 mm cum 12.68 1145.00 14514.593
Coarse aggregate 20-10 mm cum 7.61 1210.00 9203.139
Coarse aggregate 10 mm below cum 5.07 875.00 4436.775
3 Fine aggregate (Un-Screened) cum 11.27 560.00 6310.08
4 Super Plasticizer kg 28.17 95.00 2676.15
6 Use rate of manual paver sqm 180 27.37 4925.94
7 Sundries LS 2 20.00 40
Total cost of Materials Rs: 87361.78

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

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 Canal and Allied Works - Item Unit Rates 2014-15

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.70 1483.2

Fuel / Energy charges Hour 16.00 162.50 2600
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.1
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.5
Fuel / Energy charges Hour 1.00 307.20 307.2

4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 7.60 121.6

Fuel / Energy charges Hour 16.00 20.60 329.6
Total hire charges of Machinery Rs: 5289.85

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 16.00 204.10 3265.6
2 Crew for Pump Hour 0.50 103.60 51.8
3 Crew for Water tanker Hour 1.00 165.80 165.8
4 Crew for Needle vibrator Hour 16.00 146.90 2350.4
5 work inspector Day 1.00 400.00 400
6 Mason Class-I Day 2.00 415.00 830
7 Fitter Day 1.00 415.00 415
8 mazdoor
for batching materials Day 22.00 310.00 6820
for loading mortar pans Day 8.00 310.00 2480
for laying and moving paver Day 6.00 310.00 1860
for conveying concrete Day 28.17 310.00 8732.7
for cleaning/ washing/ curing Day 2.00 310.00 620
Total cost of Labour Rs: 27991.30
labour component/unit qty 993.70
Add contractor's profit and overhead charges 13.615% 135.30
labour component/unit qty (including contractor's profit) 1129.00

ABSTRACT:
A. Cost of Materials Rs: 87361.78
B. Hire charges of Machinery Rs: 5289.85
C. Cost of Labour Rs: 27991.30
Total Rs: 120642.93

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 16425.54
Total cost for 28.17 cum Rs: 137068.47
Rate per cum (A+B+C+D)/28.17 Rs. 4865.80

IRR-CAW-7-11 Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than
10 N/sqm) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregade for bed and side lining of canal(100 mm thick) including, finishing the junction of bed and sides
to required curvature, cost of all materials, machinery, labour, formwork including supports
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead up to 50 m and all lifts (Cement content: 250 kg/cum)
( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA RATE ANALYSIS UNIT: 27 cum

A. MATERIALS:
Sl.No Particulars Unit Qty Rate in Rs. Amount
1 Cement for mix kg 6750 6.30 42525.00

Cement for incidentals @ 5 Kg / cum kg 135 6.30 850.50

2 Coarse aggregate 40mm cum 12.15 1145.00 13911.75
Coarse aggregate 20 mm . cum 7.29 1210.00 8820.90
Coarse aggregate 10 mm . cum 4.86 875.00 4252.50
3 Fine aggregate (Un-Screened) cum 10.8 560.00 6048.00
4 Super Plasticizer kg 27 95.00 2565.00

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 Canal and Allied Works - Item Unit Rates 2014-15

5 Use rate of manual paver sqm 270 27.37 7388.91

Total Rs. 86362.56
Total cost of Materials Rs. 86362.56

B. MACHINERY:
Sl.No Particulars Unit Qty Rate in Rs. Amount

1 Concrete mixer 600/400 ltr (diesel) Hour 16.00 92.70 1483.20

Fuel / Energy charges Hour 16.00 162.50 2600.00
2 5 hp pump (diesl) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20

4 Needle vibrator 40 mm die (petrol) Hour 4.00 7.60 30.40

Fuel / Energy charges Hour 4.00 20.60 82.40
Total hire charges of Machinery Rs. 4951.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 16.00 204.10 3265.6
2 Crew for Pump Hour 0.50 103.60 51.8
3 Crew for Water tanker Hour 1.00 165.80 165.8
4 Crew for Needle vibrator Hour 16.00 146.90 2350.4
5 work inspector Day 1.00 400.00 400
6 Mason Class-I Day 2.00 415.00 830
7 Fitter Day 1.00 415.00 415
8 mazdoor
for batching materials Day 22.00 310.00 6820
for loading mortar pans Day 8.00 310.00 2480
for laying and moving paver Day 6.00 310.00 1860
for conveying concrete Day 27.00 310.00 8370
for cleaning/ washing/ curing Day 2.00 310.00 620
Total cost of Labour Rs: 27628.60
labour component/unit qty 1023.30
Add contractor's profit and overhead charges 13.615% 139.30
labour component/unit qty (including contractor's profit) 1162.60

ABSTRACT:
A. Cost of Materials including royalty charges Rs. 86362.56
B. Hire charges of Machinery Rs. 4951.45
C. Cost of Labour Rs. 27628.60
Total Rs. 118942.61

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 16194.04
Total cost for 27.00 cum Rs: 135136.65
Rate per cum (A+B+C+D)/27.0 Rs. 5005.10

IRR-CAW-7-12 Providing and laying100mm thick insitu vibrated M-10 (28 days cube compressive strength-not less than
10.00 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver
including cost of all materials mechinery labour batching mixing placing in position forming
contraction joints fixing pvc joint seiling strips shifting of paver from one side of canal to other
side etc.complete with 1 km lead & all lifts.
(Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 800 Sqm

A. MATERIALS:
Sl.No Particulars Unit Qty Rate in Rs. Amount
1 Cement 43 Gr Kg 22000.00 6.30 138600
2 Coarse aggregate 40 mm cum 39.60 1145.00 45342
Coarse aggregate 20 mm cum 23.76 1210.00 28749.6

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 Canal and Allied Works - Item Unit Rates 2014-15

Coarse aggregate 10 mm cum 15.84 875.00 13860

3 Fine aggregate (Un-Screened) cum 35.20 560.00 19712
4 Super plasticiser kg 88.00 95.00 8360
5 PVC sealing strip Rm 533.00 47.00 25051
6 Use rate of paving cylinder sqm 800.00 0.878 702
Total cost of Materials Rs. 280376.60

B. MACHINERY:
Sl.No Particulars Unit Qty Rate in Rs. Amount
1 Batching plant Hour 8.00 405.40 3243.2
2 Transit mixer 3 Nos Hour 24.00 758.40 18201.6
Fuel / Energy charges Hour 24.00 893.90 21453.6
3 Mechanical paver Hour 5.00 356.50 1782.5
lubricants etc @ 5% Hour 5.00 17.83 89.125
4 DG set for batching plant 50 KVA Hour 8.00 85.10 680.8
Fuel / Energy charges Hour 8.00 975.20 7801.6
5 DG set for paver 30 KVA Hour 8.00 65.80 526.4
Fuel / Energy charges Hour 8.00 650.10 5200.8
6 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20
Fuel / Energy charges Hour 2.00 487.60 975.20
7 Water tanker Hour 8.00 402.50 3220
Fuel / Energy charges Hour 8.00 307.20 2457.6
Pump 5 hp (diesel) 2 Nos. 4 hrs
8 each Hour 8.00 10.20 81.6
Fuel / Energy charges Hour 8.00 81.30 650.4
Total hire charges of Machinery Rs. 68370.63

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Transit mixer Hour 24.00 265.20 6364.80
3 Crew for Concrete paver Hour 8.00 391.90 3135.20
4 Crew for DG set Hour 16.00 122.50 1960.00
5 Crew for Shovel Hour 2.00 221.00 442.00
6 Crew for Water tanker Hour 8 165.80 1326.40
7 Crew for Pump Hour 8 103.60 828.80
8 Mason Class I Day 2 415.00 830.00
9 Mechanic Day 1 415.00 415.00
10 Fitter Day 1 415.00 415.00
11 Electrician Day 1 480.00 480.00
12 work inspector Day 2 400.00 800.00
13 mazdoor ( BP site ) Day 5 310.00 1550.00
14 mazdoor ( Paver site ) Day 10 310.00 3100.00
Total cost of Labour Rs: 24192.80
labour component/unit qty 30.20
Add contractor's profit and overhead charges 13.615% 4.10
labour component/unit qty (including contractor's profit) 34.30

ABSTRACT:
A. Cost of Materials Rs. 280376.60
B. Hire charges of Machinery Rs. 68370.63
C. Cost of Labour Rs. 24192.80
TOTAL Rs.372940.03
Add for shifting & re-erection of BP @ 2% Rs. 7458.8
Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 1864.7
Add for ledge cutting / erection of tracks etc @ 1% Rs. 3729.4
Total Rs: 385992.93
D. Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs: 52552.94
Lead Charges for 1 Km for FA 35.20 cum @ 31.3 Rs./Cum1101.76
Lead Charges for 1 Km for CA 79.20 cum @ 30.2 Rs./Cum2391.84
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 22.00 tonne @ 129.7 Rs./Tonne
2853.4
Total cost for 800.00 Sqm Rs: 444892.87
Rate per Sqm (A+B+C+D)/800.0 Rs. 556.10

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 Canal and Allied Works - Item Unit Rates 2014-15

IRR-CAW-7-13 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for bed and side lining of canal including finishing the junction of bed and sides
to required curveture, cost of all materials, machinery, labour, formwork including supports,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum )
(Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA RATE ANALYSIS UNIT : 27.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 6750 6.30 42525

Cement for incidentals @ 5 kg / cum kg 135 6.30 850.5

2 Coarse aggregate 20-10 mm cum 14.04 1210.00 16988.4
Coarse aggregate 10 mm below cum 7.56 875.00 6615
3 Fine aggregate (Un-Screened) cum 12.15 560.00 6804
4 Super Plasticizer kg 27 95.00 2565
5 Use rate of manual paver sqm 270 27.37 7388.91
6 Sundries LS 2 20.00 40
Total cost of Materials Rs: 83776.81

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.70 1483.2

Fuel / Energy charges Hour 16.00 162.50 2600
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.1
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.5
Fuel / Energy charges Hour 1.00 307.20 307.2

4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 7.60 121.6

Fuel / Energy charges Hour 16.00 20.60 329.6
Total hire charges of Machinery Rs: 5289.85

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 16.00 204.10 3265.6
2 Crew for Pump Hour 0.50 103.60 51.8
3 Crew for Water tanker Hour 1.00 165.80 165.8
4 Crew for Vibrator Hour 16.00 146.90 2350.40
5 Mason Class-I Day 2.00 415.00 830
6 work inspector Day 1.00 400.00 400
7 Fitter Day 1.00 415.00 415
8 mazdoor
for batching materials Day 22.00 310.00 6820
for loading mortar pans Day 8.00 310.00 2480
for laying and moving paver Day 6.00 310.00 1860
for conveying concrete Day 27.00 310.00 8370
for cleaning/ washing/ curing Day 2.00 310.00 620
Total cost of Labour Rs: 27628.60
labour component/unit qty 1023.30
Add contractor's profit and overhead charges 13.615% 139.30
labour component/unit qty (including contractor's profit) 1162.60

ABSTRACT:
A. Cost of Materials Rs: 83776.81
B. Hire charges of Machinery Rs: 5289.85
C. Cost of Labour Rs: 27628.60

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 Canal and Allied Works - Item Unit Rates 2014-15

Total Rs: 116695.26

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 15888.06
Total cost for 27.00 cum Rs: 132583.32
Rate per cum (A+B+C+D)/27.0 Rs. 4910.50

IRR-CAW-7-14 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for bed and side lining of canal(150 mm thick) including finishing the junction of bed and sides
to required curveture, cost of all materials, machinery, labour, formwork including supports,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
(Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA RATE ANALYSIS UNIT : 24.92 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 7226.8 6.30 45528.84

Cement for incidentals @ 5 kg / cum kg 124.6 6.30 784.98

2 Coarse aggregate 40-20 mm cum 11.21 1145.00 12840.03
Coarse aggregate 20-10 mm cum 6.73 1210.00 8141.364
Coarse aggregate 10 mm below cum 4.49 875.00 3924.90
3 Fine aggregate (Un-Screened) cum 9.97 560.00 5582.08
4 Super Plasticizer kg 28.91 95.00 2746.18
5 Use rate of manual paver sqm 166.14 27.37 4546.64
6 Sundries LS 2 20.00 40.00
Total cost of Materials Rs: 84135.02

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.70 1483.20

Fuel / Energy charges Hour 16.00 162.50 2600.00
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20

4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 7.60 121.60

Fuel / Energy charges Hour 16.00 20.60 329.60
Total hire charges of Machinery Rs: 5289.85

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 16.00 204.10 3265.6
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.8
4 Crew for Vibrator Hour 16.00 146.90 2350.40
5 Mason Class-I Day 2.00 415.00 830
6 work inspector Day 1.00 400.00 400
7 Fitter Day 1.00 415.00 415
8 mazdoor
for batching materials Day 22.00 310.00 6820
for loading mortar pans Day 8.00 310.00 2480
for laying Day 6.00 310.00 1860
for conveying concrete Day 24.92 310.00 7725.2
for cleaning/ washing/ curing Day 2.00 310.00 620
Total cost of Labour Rs: 26983.80
labour component/unit qty 1082.80

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 Canal and Allied Works - Item Unit Rates 2014-15

Add contractor's profit and overhead charges 13.615% 147.40

labour component/unit qty (including contractor's profit) 1230.20

ABSTRACT:
A. Cost of Materials Rs: 84135.02
B. Hire charges of Machinery Rs: 5289.85
C. Cost of Labour Rs: 26983.80
Total Rs: 116408.67

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 15849.04
Total cost for 24.92 cum Rs: 132257.71
Rate per cum (A+B+C+D)/24.92 Rs. 5307.30

IRR-CAW-7-15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for bed and side lining of canal(100 mm thick) including finishing the junction of bed and sides
to required curveture, cost of all materials, machinery, labour, formwork including supports,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
(Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement),
CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA RATE ANALYSIS UNIT : 23.10 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 6930 6.30 43659

Cement for incidentals @ 5 kg / cum kg 115.5 6.30 727.65

2 Coarse aggregate 20-10 mm cum 12.01 1210.00 14534.52
Coarse aggregate 10 mm below cum 6.47 875.00 5659.5
3 Fine aggregate (Un-Screened) cum 10.40 560.00 5821.2
4 Super Plasticizer kg 27.72 95.00 2633.40
6 Use rate of manual paver sqm 231 27.37 6321.62
7 Sundries LS 2 20.00 40
Total cost of Materials Rs: 79396.89

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.70 1483.2

Fuel / Energy charges Hour 16.00 162.50 2600
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.1
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.5
Fuel / Energy charges Hour 1.00 307.20 307.2

4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 7.60 121.6

Fuel / Energy charges Hour 16.00 20.60 329.6
Total hire charges of Machinery Rs: 5289.85

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 16.00 204.10 3265.6
2 Crew for Pump Hour 0.50 103.60 51.8
3 Crew for Water tanker Hour 1.00 165.80 165.8
4 Crew for Vibrator Hour 16.00 146.90 2350.4
5 Mason Class-I Day 2.00 415.00 830
6 work inspector Day 1.00 400.00 400
7 Fitter Day 1.00 415.00 415
8 mazdoor
for batching materials Day 22.00 310.00 6820

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 Canal and Allied Works - Item Unit Rates 2014-15

for loading mortar pans Day 8.00 310.00 2480

for laying and moving paver Day 6.00 310.00 1860
for conveying concrete Day 23.10 310.00 7161
for cleaning/ washing/ curing Day 2.00 310.00 620
Total cost of Labour Rs: 26419.60
labour component/unit qty 1143.70
Add contractor's profit and overhead charges 13.615% 155.70
labour component/unit qty (including contractor's profit) 1299.40

ABSTRACT:
A. Cost of Materials Rs: 79396.89
B. Hire charges of Machinery Rs: 5289.85
C. Cost of Labour Rs: 26419.60
Total Rs: 111106.34

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 15127.13
Total cost for 23.10 cum Rs: 126233.47
Rate per cum (A+B+C+D)/23.10 Rs. 5464.70

IRR-CAW-7-16 Providing and laying150mm thick insitu vibrated M-15 (28 days cube compressive strength-not less than
15.00 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver
including cost of all materials mechinery labour batching mixing placing in position forming
contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to other
side etc.complete with 1km lead & all lifts.
(43 Gr Cement content: 300 kg /cum (45 kg/ sqm) for
use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,
FA : 0.44 cum equivalent concrete volume:132 cum including the extra quantity of
concrete for curvatures and bends etc.,)

DATA: RATE ANALYSIS UNIT : 800 Sqm

A. MATERIALS:
Sl.No Particulars Unit Qty Rate in Rs. Amount
1 Cement 43 Gr Kg 39600.00 6.30 249480
2 Coarse aggregate 20 mm cum 68.64 1210.00 83054.4
Coarse aggregate 10 mm cum 36.96 875.00 32340
3 Fine aggregate (Un-Screened) cum 58.08 560.00 32524.8
4 Super plasticiser kg 158.40 95.00 15048
5 PVC sealing strip Rm 533.00 47.00 25051
6 Use rate of paving cylinder sqm 800.00 0.878 702
Total cost of Materials Rs. 438200.20

B. MACHINERY:
Sl.No Particulars Unit Qty Rate in Rs. Amount
1 Batching plant Hour 8.00 405.40 3243.2
2 Transit mixer 3 Nos Hour 24.00 758.40 18201.6
Fuel / Energy charges Hour 24.00 893.90 21453.6
3 Mechanical paver Hour 5.00 356.50 1782.5
lubricants etc @ 5% Hour 5.00 17.83 89.125
4 DG set for batching plant 50 KVA Hour 8.00 85.10 680.8
Fuel / Energy charges Hour 8.00 975.20 7801.6
5 DG set for paver 30 KVA Hour 8.00 65.80 526.4
Fuel / Energy charges Hour 8.00 650.10 5200.8
6 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20
Fuel / Energy charges Hour 2.00 487.60 975.20
7 Water tanker Hour 8.00 402.50 3220
Fuel / Energy charges Hour 8.00 307.20 2457.6
Pump 5 hp (diesel) 2 Nos. 4 hrs
8 each Hour 8.00 10.20 81.6
Fuel / Energy charges Hour 8.00 81.30 650.4
Total hire charges of Machinery Rs. 68370.63

C. LABOUR:

187
 Canal and Allied Works - Item Unit Rates 2014-15

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.
1 Crew for Batching plant Hour 8.00 318.20 2545.60
2 Crew for Transit mixer Hour 24.00 265.20 6364.80
3 Crew for Concrete paver Hour 8.00 391.90 3135.20
4 Crew for DG set Hour 16.00 122.50 1960.00
5 Crew for Shovel Hour 2.00 221.00 442.00
6 Crew for Water tanker Hour 8 165.80 1326.40
7 Crew for Pump Hour 8 103.60 828.80
8 Mason Class I Day 2 415.00 830.00
9 Mechanic Day 1 415.00 415.00
10 Fitter Day 1 415.00 415.00
11 Electrician Day 1 480.00 480.00
12 work inspector Day 2 400.00 800.00
13 mazdoor ( BP site ) Day 5 310.00 1550.00
14 mazdoor ( Paver site ) Day 10 310.00 3100.00
Total cost of Labour Rs: 24192.80
labour component/unit qty 30.20
Add contractor's profit and overhead charges 13.615% 4.10
labour component/unit qty (including contractor's profit) 34.30

ABSTRACT
A. Cost of Materials Rs. 438200.20
B. Hire charges of Machinery Rs. 68370.63
C. Cost of Labour Rs. 24192.80
TOTAL Rs.530763.63
Add for shifting & re-erection of BP @ 2% Rs. 10615.27
Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 2653.82
Add for ledge cutting / erection of tracks etc @ 1% Rs. 5307.64
Total Rs: 549340.36
D. Add for contractor's profit and overheads on (A+B+C+other 13.615% Rs: 74792.69
Lead Charges for 1 Km for FA 58.08 cum @ 31.3 Rs./Cum
1817.904
Lead Charges for 1 Km for CA 105.60 cum @ 30.2 Rs./Cum3189.12
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 39.60 tonne @ 129.7 Rs./Tonne5136.12
Total cost for 800.00 Sqm Rs: 634276.19
Rate per Sqm (A+B+C+D)/800.0 Rs. 792.80

IRR-CAW-7-17 Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15 grade
concrete using 20 mm down size coarse aggregates and 10 kg reinforcement steel moulded
as per specifications and drawing in CM 1:4 proportion including cost of all materials,
machinery, labour, formwork, fabricating and placing reinforcement steel, mixing, laying,
conveying and fixing in position including necessary excavation for seating, finishing joints in
CM 1:4, curing etc., complete with initial lead upto 1 km and all lifts.

DATA RATE ANALYSIS UNIT : 20.00 templete

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 310.00 6.30 1953
2 Sand (Un-Screened ) cum 0.50 560.00 280
3 Coarse aggregate 20-10 mm cum 0.50 1210.00 605
Coarse aggregate 10-4.75 mm cum 0.30 875.00 262.5
4 Reinforcement steel kg 200.00 40.00 8000
5 Binding wire kg 3.00 70.00 210

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6 Use rate of mould set 20.00 57.09 1141.7956

7 Sundries( water charges & misc. ) LS 1.00 20.00 20
Total cost of Materials Rs: 12472.30

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hand mixer Hour 8.00 5.50 44
8.00 0.00 0
Total hire charges of Machinery Rs: 44.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400
2 Mason Class I for fixing Day 1.00 415.00 415
3 Mason Class II for casting Day 2.00 370.00 740
4 Bar bender Day 1.00 490.00 490
5 mazdoor ( casting yard ) Day 4.00 310.00 1240
mazdoor ( for fixing ) Day 2.00 310.00 620
mazdoor for conveying Day 2.00 310.00 620
Total cost of Labour Rs: 4525.00
labour component/unit qty 226.30
Add contractor's profit and overhead charges 13.615% 30.80
labour component/unit qty (including contractor's profit) 257.10

ABSTRACT:
A. Cost of Materials including serignorage charges Rs: 12472.30
B. Hire charges of Machinery Rs: 44.00
C. Cost of Labour Rs: 4525.00
Total Rs: 17041.30
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2320.17
Lead Charges for 1 Km for FA 0.50 cum @ 31.3 Rs./Cum 15.65
Lead Charges for 1 Km for CA 0.80 cum @ 30.2 Rs./Cum 24.16
Lead Charges for 1Km for Cement (including
Loading and Unloading Charges) 0.31 tonne @ 129.7 Rs./Tonne
40.207
Lead Charges for 1Km for Steel (including Loading
and Unloading Charges) 0.20 tonne @ 151.5 Rs./Tonne 30.3
Total cost for 20.00 templete Rs: 19471.78
Rate per templete (A+B+C+D)/20.0 Rs. 973.60

IRR-CAW-7-18 Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm long with
one end closed with perforated GI plate and other end provided with alluminium lid hinged
to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 GI pipe 50 mm dia 10 Nos Rm 1.25 320.00 400

2 GI plate & Alluminium lid ( hinged ) LS 10.00 20.00 200

Total cost of Materials Rs: 600.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling 8 mm dia holes LS 0.50 20.00 10
0.00
Total hire charges of Machinery Rs: 10.00

C. LABOUR:

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 Canal and Allied Works - Item Unit Rates 2014-15

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.
1 Pipe fitter Day 0.50 480.00 240
mazdoor Day 0.50 310.00 155
Total cost of Labour Rs: 395.00
labour component/unit qty 39.50
Add contractor's profit and overhead charges 13.615% 5.40
labour component/unit qty (including contractor's profit) 44.90

ABSTRACT:
A. Cost of Materials Rs: 600.00
B. Hire charges of Machinery Rs: 10.00
C. Cost of Labour Rs: 395.00
Total Rs: 1005.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 136.83
Total cost for 10.00 Nos. Rs: 1141.83
Rate per each (A+B+C+D)/10.0 Rs. 114.20

IRR-CAW-7-19 Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm long with
one end closed with perforated GI plate and other end provided with alluminium lid hinged
to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 GI pipe 50 mm dia 10 Nos Rm 2.25 320.00 720

2 GI plate & Alluminium lid ( hinged ) LS 10.00 20.00 200

Total cost of Materials Rs: 920.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling 8 mm dia holes LS 5.00 20.00 100
0.00
Total hire charges of Machinery Rs: 100.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Pipe fitter Day 0.50 480.00 240
mazdoor Day 0.50 310.00 155
Total cost of Labour Rs: 395.00
labour component/unit qty 39.50
Add contractor's profit and overhead charges 13.615% 5.40
labour component/unit qty (including contractor's profit) 44.90

ABSTRACT:
A. Cost of Materials Rs: 920.00
B. Hire charges of Machinery Rs: 100.00
C. Cost of Labour Rs: 395.00
Total Rs: 1415.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 192.65
Total cost for 10.00 Nos. Rs: 1607.65
Rate per No. (A+B+C+D)/10.0 Rs. 160.80

IRR-CAW-7-20 Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm long with
one end closed with perforated GI plate and other end provided with alluminium lid hinged

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to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 GI pipe 50 mm dia 10 Nos Rm 3.00 320.00 960.00

2 GI plate & Alluminium lid ( hinged ) LS 10.00 20.00 200.00

Total cost of Materials Rs: 1160.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling 8 mm dia holes LS 7.00 20.00 140.00
0.00
Total hire charges of Machinery Rs: 140.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Pipe fitter Day 0.50 480.00 240.00
mazdoor Day 0.50 310.00 155.00
Total cost of Labour Rs: 395.00
labour component/unit qty 39.50
Add contractor's profit and overhead charges 13.615% 5.40
labour component/unit qty (including contractor's profit) 44.90

ABSTRACT:
A. Cost of Materials Rs: 1160.00
B. Hire charges of Machinery Rs: 140.00
C. Cost of Labour Rs: 395.00
Total Rs: 1695.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 230.77
Total cost for 10.00 Nos. Rs: 1925.77
Rate per No. (A+B+C+D)/10.0 Rs. 192.60

IRR-CAW-7-21 Providing and fixing 50 mm dia perforated GI pressure relief pipes 45 cm long with
one end closed with perforated GI plate and other end provided with alluminium lid hinged
to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 GI pipe 50 mm dia 10 Nos Rm 4.50 320.00 1440.00

2 GI plate & Alluminium lid ( hinged ) LS 10.00 20.00 200.00

Total cost of Materials Rs: 1640.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling 8 mm dia holes LS 10.00 20.00 200.00
0.00
Total hire charges of Machinery Rs: 200.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

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 Canal and Allied Works - Item Unit Rates 2014-15

1 Pipe fitter Day 0.50 480.00 240.00

mazdoor Day 0.50 310.00 155.00
Total cost of Labour Rs: 395.00
labour component/unit qty 39.50
Add contractor's profit and overhead charges 13.615% 5.40
labour component/unit qty (including contractor's profit) 44.90

ABSTRACT:
A. Cost of Materials Rs: 1640.00
B. Hire charges of Machinery Rs: 200.00
C. Cost of Labour Rs: 395.00
Total Rs: 2235.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 304.3
Total cost for 10.00 Nos. Rs: 2539.30
Rate per No. (A+B+C+D)/10.0 Rs. 253.90

IRR-CAW-7-22 Providing and fixing 50 mm dia perforated GI pressure relief pipes 75 cm long with
one end closed with perforated GI plate and other end provided with alluminium lid hinged
to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 GI pipe 50 mm dia Rm 7.50 320.00 2400.00

2 GI plate & Alluminium lid ( hinged ) LS 10.00 20.00 200.00

Total cost of Materials Rs: 2600.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Drilling 8 mm dia holes LS 15.00 20.00 300.00
0.00
Total hire charges of Machinery Rs: 300.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Pipe fitter Day 0.50 480.00 240.00
2 mazdoor Day 0.50 310.00 155.00
Total cost of Labour Rs: 395.00
labour component/unit qty 39.50
Add contractor's profit and overhead charges 13.615% 5.40
labour component/unit qty (including contractor's profit) 44.90

ABSTRACT:
A. Cost of Materials Rs: 2600.00
B. Hire charges of Machinery Rs: 300.00
C. Cost of Labour Rs: 395.00
Total Rs: 3295.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 448.61
Total cost for 10.00 Nos. Rs: 3743.61
Rate per No. (A+B+C+D)/10.0 Rs. 374.40

IRR-CAW-7-23 Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes
including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all
leads and lifts.

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 Canal and Allied Works - Item Unit Rates 2014-15

DATA RATE ANALYSIS UNIT: 10 Nos.

A. MATERIALS:
Rate in Amount in
Sl.No Particulars Unit Qty Rs Rs.
1 PVC pipe 100 mm dia 10 Nos Rm 10.00 175.00 1750.00
Total cost of Materials Rs. 1750.00

B. MACHINERY
Rate in Amount in
Sl.No Description Unit Quantity
Rs. Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire chargs of Machinery Rs. 0.00

C. LABOUR
Rate in Amount in
Sl.No Particulars Unit Qty Rs Rs.
1 Pipe fitter Day 0.25 480.00 120.00
2 Mazdoor Day 0.25 310.00 77.50
Total cost of Labour Rs. 197.50
labour component/unit qty 19.80
Add contractor's profit and overhead charges 13.615% 2.70
labour component/unit qty (including contractor's profit) 22.50

ABSTRACT
A. Cost of Materials Rs. 1750.00
B. Hire charges of Machinery Rs. 0.00
C. Cost of Labour Rs. 197.50
Total Rs: 1947.50

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 265.15
Total cost for 10.00 Nos. Rs: 2212.65
Rate per No. (A+B+C+D)/10.0 Rs. 221.30

IRR-CAW-7-24 Drilling 32 mm dia pressure relief hole below pressure relief pipe for bed and side lining of
canal laid on rock including cost of all materials, machinery, labour etc., complete with all
leads and lifts.

DATA: RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod 1.6 m long Rm 10.00 27.67 276.67
Reconditioning charges @ 10% 27.67
2 Use rate of air hose 2 Nos. Hour 2.00 11.56 23.13
Total cost of Materials Rs: 327.46

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 8.5 cmm diesel Hour 1.00 275.60 275.60
Fuel / Energy charges Hour 1.00 914.20 914.20
2 Jack hammer 2 Nos. Hour 2.00 19.80 39.60
Fuel / Energy charges Hour 2.00 0.00 0.00
Total hire charges of Machinery Rs: 1229.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 1.00 195.90 195.90
2 Crew for Jack hammer Hour 2.00 306.20 612.40
Total cost of Labour Rs: 808.30
labour component/unit qty 80.80

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 Canal and Allied Works - Item Unit Rates 2014-15

Add contractor's profit and overhead charges 13.615% 11.00

labour component/unit qty (including contractor's profit) 91.80

ABSTRACT:
A. Cost of Materials Rs: 327.46
B. Hire charges of Machinery Rs: 1229.40
C. Cost of Labour Rs: 808.30
Total Rs: 2365.16

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 322.02
Total cost for 10.00 Nos. Rs: 2687.18
Rate per No. (A+B+C+D)/10.0 Rs. 268.70

IRR-CAW-7-25 Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm thick 10 mm

down coarse aggregate around pressure relief pipe and 75 mm thick sand around coarse
aggregate filter including cost of all materials, labour, excavation of pit etc., complete with
lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Coarse aggregate 10-4.75 mm cum 0.15 875.00 131.25
2 Sand (Un-Screened ) cum 0.35 560.00 196.00
Total cost of Materials Rs: 327.25

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00

Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 0.10 370.00 37.00
2 mazdoor Day 0.10 310.00 31.00
Total cost of Labour Rs: 68.00
labour component/unit qty 6.80
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.70

ABSTRACT:
A. Cost of Materials Rs: 327.25
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 68.00
Total Rs: 395.25

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 53.81
Total cost for 10.00 Nos. Rs: 449.06
Rate per No. (A+B+C+D)/10.0 Rs. 44.90

IRR-CAW-7-26 Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs
with pointing and finishing joints neatly in CM 1:3 proportion for canal / field channel lining
including cutting slabs to required size, mixing mortar, finishing joints neatly, curing etc.,
complete with lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount

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 Canal and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs.
1 Shahabad Stone slabs sqm 105.00 240.00 25200.00
2 Cement 43 Gr kg 200.00 6.30 1260.00
3 Sand (Screened ) cum 0.40 760.00 304.00
Total cost of Materials Rs: 26764.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
Total hire charges of Machinery Rs: 183.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Operator pump Hour 2.00 103.60 207.20
2 work inspector Day 1.00 400.00 400.00
3 Mason Class I Day 4.00 415.00 1660.00
4 Mason Class II Day 2.00 370.00 740.00
5 mazdoor Day 8.00 310.00 2480.00
Cartman with Double Bullock cart for
6 water Day 1.00 425.00 425.00
Total cost of Labour Rs: 5912.20
labour component/unit qty 59.10
Add contractor's profit and overhead charges 13.615% 8.00
labour component/unit qty (including contractor's profit) 67.10

ABSTRACT:
A. Cost of Materials Rs: 26764.00
B. Hire charges of Machinery Rs: 183.00
C. Cost of Labour Rs: 5912.20
Total Rs: 32859.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4473.78
Total cost for 100.00 sqm Rs: 37332.98
Rate per sqm (A+B+C+D)/100.0 Rs. 373.30

IRR-CAW-7-27 Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of canal
including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding
PCC slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 240.00 6.30 1512.00
2 Sand (Screened) cum 0.50 760.00 380.00
Total cost of Materials Rs: 1892.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
Total hire charges of Machinery Rs: 183.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Operator pump Hour 2.00 103.60 207.20
2 work inspector Day 1.00 400.00 400.00
3 Mason Class I Day 4.00 415.00 1660.00
4 mazdoor Day 9.00 310.00 2790.00

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 Canal and Allied Works - Item Unit Rates 2014-15

Cartman with Double Bullock cart for

5 water Day 1.00 425.00 425.00
Total cost of Labour Rs: 5482.20
labour component/unit qty 54.80
Add contractor's profit and overhead charges 13.615% 7.50
labour component/unit qty (including contractor's profit) 62.30

ABSTRACT:
A. Cost of Materials Rs: 1892.00
B. Hire charges of Machinery Rs: 183.00
C. Cost of Labour Rs: 5482.20
Total Rs: 7557.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1028.91
Total cost for 100.00 sqm Rs: 8586.11
Rate per sqm (A+B+C+D)/100.0 Rs. 85.90

IRR-CAW-7-28 Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting PCC slab lining
including necessary excavation, refilling, flush pointing joints in CM 1 : 3 propn, cost of all
materials ( excluding PCC lug slabs ), labour, finishing, curing etc., complete with initial lead
upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 58.00 6.30 365.40
2 Sand ( Screened) cum 0.12 760.00 91.20
Total cost of Materials Rs: 456.60

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) Hour 1.00 10.20 10.20
Fuel / Energy charges Hour 1.00 81.30 81.30
Total hire charges of Machinery Rs: 91.50

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Operator pump Hour 1.00 103.60 103.60
2 work inspector Day 1.00 400.00 400.00
3 Mason Class I Day 2.00 415.00 830.00
4 Mason Class II Day 1.00 370.00 370.00
5 mazdoor Day 5.00 310.00 1550.00
Cartman with Double Bullock cart for
6 water Day 1.00 425.00 425.00
Total cost of Labour Rs: 3678.60
labour component/unit qty 36.80
Add contractor's profit and overhead charges 13.615% 5.00
labour component/unit qty (including contractor's profit) 41.80

ABSTRACT:
A. Cost of Materials Rs: 456.60
B. Hire charges of Machinery Rs: 91.50
C. Cost of Labour Rs: 3678.60
Total Rs: 4226.70

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 575.47
Total cost for 100.00 Rm Rs: 4802.17
Rate per Rm (A+B+C+D)/100.0 Rs. 48.00

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 Canal and Allied Works - Item Unit Rates 2014-15

IRR-CAW-7-29 Fixing 30 cm height pre-cast drops for field channels as directed including excavation, etc.,
complete with all leads and lifts.

DATA: RATE ANALYSIS UNIT : 7 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Cl- II Day 1.00 370.00 370.00
3 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 1080.00
labour component/unit qty 154.30
Add contractor's profit and overhead charges 13.615% 21.00
labour component/unit qty (including contractor's profit) 175.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1080.00
Total Rs: 1080.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 147.04
Total cost for 7.00 Nos. Rs: 1227.04
Rate per No. (A+B+C+D)/7.00 Rs. 175.30

IRR-CAW-7-30 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials,
labour, laying, joining etc., complete with all leads and lifts.
a. Using 500 micron thick LDPE sheet.

DATA: RATE ANALYSIS UNIT : 250.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount

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 Canal and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs.
1 LDPE sheet 500 micron thick sqm 275.00 97.00 26675.00
2 Bitumen 85 / 25 and 80 / 100 Gr kg 4.00 4.00 16.00
Total cost of Materials Rs: 26691.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
Joining & laying @ 10 % of sheet
1 cost sqm 250.00 9.70 2425.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 2735.00
labour component/unit qty 10.90
Add contractor's profit and overhead charges 13.615% 1.50
labour component/unit qty (including contractor's profit) 12.40

ABSTRACT:
A. Cost of Materials Rs: 26691.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2735.00
Total Rs: 29426.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4006.35
Total cost for 250.00 sqm Rs: 33432.35
Rate per sqm (A+B+C+D)/250.0 Rs. 133.70

Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide
average 75 mm thick sand backing to LDPE sheet.

For providing average 75 mm thick sand backing :

DATA: Quantity of sand ( unscreened ) ( 250 x 0.075 ) 18.75 cum

2 mazdoors for laying 6 cum per day.

RATE ANALYSIS UNIT : 250.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand for filling cum 18.75 560.00 10500.00
0.00 0.00
Total cost of Materials Rs: 10500.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 1860.00
labour component/unit qty 7.40
Add contractor's profit and overhead charges 13.615% 1.00
labour component/unit qty (including contractor's profit) 8.40

ABSTRACT:
A. Cost of Materials Rs: 10500.00
B. Hire charges of Machinery Rs: 0.00

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 Canal and Allied Works - Item Unit Rates 2014-15

C. Cost of Labour Rs: 1860.00

Total Rs: 12360.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1682.81
Total cost for 250.00 sqm Rs: 14042.81
Rate per sqm (A+B+C+D)/250.0 Rs. 56.20

IRR-CAW-7-31 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials,
labour, laying, joining etc., complete with all leads and lifts.
b. Using 750 micron thick LDPE sheet.

DATA: RATE ANALYSIS UNIT : 250.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 LDPE sheet 750 micron thick 275.00 137.00 37675.00
2 Bitumen 85 / 25 and 80 / 100 Gr 4.00 4.00 16.00
Total cost of Materials Rs: 37691.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
Joining & laying @ 10 % of sheet
1 cost sqm 250.00 13.70 3425.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 3735.00
labour component/unit qty 14.90
Add contractor's profit and overhead charges 13.615% 2.00
labour component/unit qty (including contractor's profit) 16.90

ABSTRACT:
A. Cost of Materials Rs: 37691.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 3735.00
Total Rs: 41426.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 5640.15
Total cost for 250.00 sqm Rs: 47066.15
Rate per sqm (A+B+C+D)/250.0 Rs. 188.30

Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide
average 75 mm thick unscreened sand backing to LDPE sheet.
For providing average 75 mm thick sand backing add per sqm Rs: 56.20

IRR-CAW-7-32 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials,
labour, laying, joining etc., complete with all leads and lifts.
c. Using 1000 micron thick LDPE sheet.

DATA: RATE ANALYSIS UNIT : 250.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 LDPE sheet 1000 micron thick 275.00 189.00 51975.00
2 Bitumen 85 / 25 and 80 / 100 Gr 4.00 4.00 16.00

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Total cost of Materials Rs: 51991.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
Joining & laying @ 10 % of sheet
1 cost sqm 250.00 18.90 4725.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 5035.00
labour component/unit qty 20.10
Add contractor's profit and overhead charges 13.615% 2.70
labour component/unit qty (including contractor's profit) 22.80

ABSTRACT:
A. Cost of Materials Rs: 51991.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 5035.00
Total Rs: 57026.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 7764.09
Total cost for 250.00 sqm Rs: 64790.09
Rate per sqm (A+B+C+D)/250.0 Rs. 259.20

Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide
average 75 mm thick unscreened sand backing to LDPE sheet.
For providing average 75 mm thick sand backing add per sqm Rs: 56.20

IRR-CAW-7-33 Providing and fixing 12 mm thick 380 mm depth tarfelt expansion joint filler boards for
stone masonry lining of canal including cost of all materials, labour etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.

1 Tarfelt joint filler board 12 mm thick sqm 38.75 420.00 16275.00

0.00 0.00
Total cost of Materials Rs: 16275.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Carpenter Cl- II Day 1.00 370.00 370.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 680.00
labour component/unit qty 6.80
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.70

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ABSTRACT:
A. Cost of Materials Rs: 16275.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 680.00
Total Rs: 16955.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2308.42
Total cost for 100.00 Rm Rs: 19263.42
Rate per Rm (A+B+C+D)/100.00 Rs. 192.60

IRR-CAW-7-34 Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards for
cement concrete lining of canal including cost of all materials, labour etc., complete with all
leads and lifts.

DATA RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
6500.00
1 Tarfelt joint filler board 20 mm thick sqm 10.00 650.00
0.00 0.00 0.00
Total cost of Materials Rs: 6500.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Carpenter Cl- II Day 1.00 370.00 370.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 680.00
labour component/unit qty 6.80
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.70

ABSTRACT:
A. Cost of Materials Rs: 6500.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 680.00
Total Rs: 7180.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 977.56
Total cost for 100.00 Rm Rs: 8157.56
Rate per Rm (A+B+C+D)/100.00 Rs. 81.60

IRR-CAW-7-35 Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler boards for
cement concrete lining of canal including cost of all materials, labour etc., complete with all
leads and lifts.

DATA: RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
9945.00
1 Tarfelt joint filler board 20 mm thick sqm 15.30 650.00
0.00 0.00

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 Canal and Allied Works - Item Unit Rates 2014-15

Total cost of Materials Rs: 9945.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Carpenter Cl- II Day 1.00 370.00 370.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 680.00
labour component/unit qty 6.80
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.70

ABSTRACT:
A. Cost of Materials Rs: 9945.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 680.00
Total Rs: 10625.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1446.59
Total cost for 100.00 Rm Rs: 12071.59
Rate per Rm (A+B+C+D)/100.00 Rs. 120.70

IRR-CAW-7-36 Providing and forming 35 mm wide and 10 mm thick construction / contraction joints
for concrete lining by mastic filler including cost of all materials, labour etc., complete with
all leads and lifts.

DATA: RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Asphalt 80/100 Gr kg 35.00 4.00 140.00
Sand (Screened ) cum 0.04 760.00 30.40
Total cost of Materials Rs: 170.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 0.50 370.00 185.00
2 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 495.00
labour component/unit qty 5.00
Add contractor's profit and overhead charges 13.615% 0.70
labour component/unit qty (including contractor's profit) 5.70

ABSTRACT:
A. Cost of Materials Rs: 170.40
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 495.00
Total Rs: 665.40

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 Canal and Allied Works - Item Unit Rates 2014-15

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 90.59
Total cost for 100.00 Rm Rs: 755.99
Rate per Rm (A+B+C+D)/100.00 Rs. 7.60

IRR-CAW-7-37 Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N /sqmm ) cement concrete using 20 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum
equivalent concrete volume: 3.74 cum)

DATA: RATE ANALYSIS UNIT : 225 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 1122.00 6.30 7068.60
1417.50
Cement for incidentals @ 1 kg / slab kg 225.00 6.30
2 Coarse aggregate 20-10 mm cum 1.94 1210.00 2353.21
Coarse aggregate 10 mm below cum 1.05 875.00 916.30
3 Fine aggregate (Un-Screened ) cum 1.68 560.00 942.48
4 Super Plasticizer kg 4.49 95.00 426.36
5 Use rate of moulds for 500 uses No. 225.00 5.19 1167.34
Total cost of Materials Rs: 14291.78

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
428.00
1 Concrete mixer 300/200 ltr ( diesel) Hour 8.00 53.50
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.10 10.20 1.02
Fuel / Energy charges Hour 0.10 81.30 8.13
3 Water tanker 8000 ltr Hour 0.20 402.50 80.50
Fuel / Energy charges Hour 0.20 307.20 61.44
Total hire charges of Machinery Rs: 1229.49
Aportioned hire charges of
machinery for lining slab 90% Rs: 1106.54

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.10 103.60 10.36
3 Crew for Water tanker Hour 0.20 165.80 33.16
4 Mason Class-I Day 2.00 415.00 830.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials / laying CC Day 3.00 310.00 930.00
for demoulding / oiling / laying Day 2.00 310.00 620.00
for shifting slabs to curing pond Day 1.00 310.00 310.00
for stacking after curing Day 1.00 310.00 310.00
for cleaning & miscellaneous Day 1.00 310.00 310.00
Total cost of Labour Rs: 5386.32
Aportioned cost of labour for lining
slabs 90% Rs: 4847.69
labour component/unit qty 21.50
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 24.40

ABSTRACT:
A. Cost of Materials Rs: 14291.78

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 Canal and Allied Works - Item Unit Rates 2014-15

B. Hire charges of Machinery Rs: 1106.54

C. Cost of Labour Rs: 4847.69
Total Rs: 20246.01

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2756.49
Total cost for 225.00 Nos. Rs: 23002.50
Rate per each (A+B+C+D)/225.0 Rs. 102.20

IRR-CAW-7-38 Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N / sqmm ) cement concrete using 20 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum,
equivalent concrete volume: 0.23 cum)

DATA: RATE ANALYSIS UNIT : 25 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 69.00 6.30 434.70
78.75
Cement for incidentals @ 0.5 kg/slab kg 12.50 6.30
2 Coarse aggregate 20-10 mm cum 0.12 1210.00 144.72
Coarse aggregate 10 mm below cum 0.06 875.00 56.35
3 Fine aggregate (Un-Screened ) cum 0.10 560.00 57.96
4 Super Plasticizer kg 0.28 95.00 26.22
5 Use rate of moulds for 500 uses No. 25.00 3.23 80.79
Total cost of Materials Rs: 879.49

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
428.00
1 Concrete mixer 300/200 ltr ( diesel) Hour 8.00 53.50
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.10 10.20 1.02
Fuel / Energy charges Hour 0.10 81.30 8.13
3 Water tanker 8000 ltr Hour 0.20 402.50 80.50
Fuel / Energy charges Hour 0.20 307.20 61.44
Total hire charges of Machinery Rs: 1229.49
Aportioned hire charges of
machinery for lug slabs 10% Rs: 122.95

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.10 103.60 10.36
3 Crew for Water tanker Hour 0.20 165.80 33.16
4 Mason Class-I Day 2.00 415.00 830.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials / laying CC Day 3.00 310.00 930.00
for demoulding / oiling / laying Day 2.00 310.00 620.00
for shifting slabs to curing pond Day 1.00 310.00 310.00
for stacking after curing Day 1.00 310.00 310.00
for cleaning & miscellaneous Day 1.00 310.00 310.00
Total cost of Labour Rs: 5386.32
Aportioned cost of labourfor lug
slabs 10% Rs: 538.63
labour component/unit qty 21.50
Add contractor's profit and overhead charges 13.615% 2.90
labour component/unit qty (including contractor's profit) 24.40

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 Canal and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 879.49
B. Hire charges of Machinery Rs: 122.95
C. Cost of Labour Rs: 538.63
Total Rs: 1541.07

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 209.82
Total cost for 25.00 Nos. Rs: 1750.89
Rate per each (A+B+C+D)/25.0 Rs. 70.00

IRR-CAW-7-39 Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.68 cum, FA : 0.43cum)

DATA: RATE ANALYSIS UNIT : 225 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 270.00 6.30 1701.00
708.75
Cement for incidentals @ 0.5 kg/slab kg 112.50 6.30
2 Coarse aggregate 10 mm below cum 0.61 875.00 535.50
3 Fine aggregate (Un-Screened ) cum 0.39 560.00 216.72
4 Super Plasticizer kg 1.08 95.00 102.60
5 Use rate of moulds for 250 uses No. 225.00 2.15 483.83
Total cost of Materials Rs: 3748.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 5.50 44.00
Fuel / Energy charges Hour 8.00 0.00 0.00
2 5 hp pump ( diesel ) Hour 0.10 10.20 1.02
Fuel / Energy charges Hour 0.10 81.30 8.13
3 Water tanker 8000 ltr Hour 0.20 402.50 80.50
Fuel / Energy charges Hour 0.20 307.20 61.44
Total hire charges of Machinery Rs: 195.09
Aportioned hire charges of
machinery for lining slab 90% Rs: 175.58

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 0.10 103.60 10.36
2 Crew for Water tanker Hour 0.20 165.80 33.16
3 Mason Class-I Day 2.00 415.00 830.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor
for batching / mixing / laying Day 2.00 310.00 620.00
for demoulding / cleaning / oiling Day 2.00 310.00 620.00
for shifting slabs to curing pond Day 1.00 310.00 310.00
for stacking after curing Day 1.00 310.00 310.00
for cleaning & miscellaneous Day 1.00 310.00 310.00
Total cost of Labour Rs: 3443.52
Aportioned cost of labour for lining
slabs 90% Rs: 3099.17
labour component/unit qty 13.80
Add contractor's profit and overhead charges 13.615% 1.90
labour component/unit qty (including contractor's profit) 15.70

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 Canal and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 3748.40
B. Hire charges of Machinery Rs: 175.58
C. Cost of Labour Rs: 3099.17
Total Rs: 7023.14

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 956.2
Total cost for 225.00 Nos. Rs: 7979.34
Rate per each (A+B+C+D)/225.0 Rs. 35.50

IRR-CAW-7-40 Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.68 cum, FA : 0.43cum)

DATA: RATE ANALYSIS UNIT : 25 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 15.00 6.30 94.50
47.25
Cement for incidentals @ 0.3 kg/slab kg 7.50 6.30
2 Coarse aggregate 10 mm below cum 0.03 875.00 29.75
3 Fine aggregate (Un-Screened ) cum 0.02 560.00 12.04
4 Super Plasticizer kg 0.06 95.00 5.70
5 Use rate of moulds for 250 uses No. 25.00 1.18 29.54
Total cost of Materials Rs: 218.78

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 5.50 44.00
Fuel / Energy charges Hour 8.00 0.00 0.00
2 5 hp pump ( diesel ) Hour 0.10 10.20 1.02
Fuel / Energy charges Hour 0.10 81.30 8.13
3 Water tanker 8000 ltr Hour 0.20 402.50 80.50
Fuel / Energy charges Hour 0.20 307.20 61.44
Total hire charges of Machinery Rs: 195.09
Aportioned hire charges of
machinery for lug slabs 10% Rs: 19.51

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 0.10 103.60 10.36
2 Crew for Water tanker Hour 0.20 165.80 33.16
3 Mason Class-I Day 2.00 415.00 830.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor
for batching / mixing / laying Day 2.00 310.00 620.00
for demoulding / cleaning / oiling Day 2.00 310.00 620.00
for shifting slabs to curing pond Day 1.00 310.00 310.00
for stacking after curing Day 1.00 310.00 310.00
for cleaning & miscellaneous Day 1.00 310.00 310.00
Total cost of Labour Rs: 3443.52
Aportioned cost of labour for lug
slabs 10% Rs: 344.35
labour component/unit qty 13.80
Add contractor's profit and overhead charges 13.615% 1.90
labour component/unit qty (including contractor's profit) 15.70

206
 Canal and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 218.78
B. Hire charges of Machinery Rs: 19.51
C. Cost of Labour Rs: 344.35
Total Rs: 582.64

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 79.33
Total cost for 25.00 Nos. Rs: 661.97
Rate per each (A+B+C+D)/25.0 Rs. 26.50

IRR-CAW-7-41 Manufacturing 600 x 300 x 100mm size PCC lining slabs in M-15 grade (28 days cube
compressive strength not less than 15 N/Sqmm) cement concrete using 20mm down
grades coarse aggregate including cost of all materials, machinery, labour, batching,
mixing, laying, compacting, formwork, finishing, curing etc., complete with initial lead upto 50 m
and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.80 cum, FA : 0.45cum, Blending Ratio of CA--65:35)

DATA: RATE ANALYSIS UNIT: 225 Nos.

A. MATERIALS :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Cement for mix Kg 1215 6.30 7654.50
2 Kg 112.5 708.75
Cement for incidentals @ 0.5kg/slab 6.30
3 Coarse aggregate 20 mm below Cum 2.11 1210.00 2548.26
4 Coarse aggregate 10 mm below Cum 1.13 875.00 992.25
5 Fine aggregate (Un-Screened) Cum 1.82 560.00 1020.60
6 Super Plasticizer kg 4.86 95.00 461.70
7 Use rate of moulds for 250 uses No. 225 1.23 276.75
Total Cost of Materials Rs. 13662.81

B. MACHINERY :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Diesel mixer 300/200 Hour 8 53.50 428.00
Fuel/Energy charges Hour 8 81.30 650.40
2 5 hp pump (diesel) Hour 0.1 10.20 1.02
Fuel/Energy charges Hour 0.1 81.30 8.13
3 Water tanker 8000 ltr Hour 0.2 402.50 80.50
Fuel/Energy charges Hour 0.2 307.20 61.44
Total hire charges of Machinery Rs. 1229.49
Aportioned hire charges of 90% 1106.54
machinery @ 90% for lining slab
Rs.

C. LABOUR :
Sl. No Particulars Unit Quantity Rate Amount in
in Rs. Rs.
1 Crew for Pump Hour 0.1 103.60 10.36
2 Crew for water tanker Hour 0.2 165.80 33.16
3 Mason Class-I Day 2 415.00 830.00
4 Class II Mason Day 1 370.00 370.00
5 Mazdoor
For batching materials/laying Day 2 310.00 620.00
For demoulding/cleaning/oiling 2 310.00 620.00
For shifting slabs to curing pond 1 310.00 310.00
For stacking after curing 1 310.00 310.00
For cleaning & miscellaneous Day 1 310.00 310.00

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 Canal and Allied Works - Item Unit Rates 2014-15

Total Cost of Labour Rs. 3413.52

Aportioned cost of labour for lining 90% 3072.17
slabs Rs.
labour component/unit qty 13.70
Add contractor's profit and overhead charges 13.615% 1.90
labour component/unit qty (including contractor's profit) 15.60

ABSTRACT :
A. Cost of Materials Rs. 13662.81
B. Hire Charges of machinery Rs. 1106.54
C. Cost of Labour Rs. 3072.17
Total Rs: 17841.52

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2429.12
Total cost for 225.00 Nos. Rs: 20270.64
Rate per each (A+B+C+D)/225.0 Rs. 90.10

IRR-CAW-7-42 Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N / sqmm )cement concrete using 10 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.68 cum, FA : 0.43cum)

DATA: RATE ANALYSIS UNIT : 225 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 324.00 6.30 2041.20
708.75
Cement for incidentals @ 0.5 kg/slab kg 112.50 6.30
2 Coarse aggregate 10 mm below cum 0.73 875.00 642.60
3 Fine aggregate (Un-Screened ) cum 0.46 560.00 260.06
4 Super Plasticizer kg 1.30 95.00 123.12
5 Use rate of moulds for 250 uses No. 225.00 2.18 489.46
Total cost of Materials Rs: 4265.19

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 5.50 44.00
Fuel / Energy charges Hour 8.00 0.00 0.00
2 5 hp pump ( diesel ) Hour 0.10 10.20 1.02
Fuel / Energy charges Hour 0.10 81.30 8.13
3 Water tanker 8000 ltr Hour 0.20 402.50 80.50
Fuel / Energy charges Hour 0.20 307.20 61.44
Total hire charges of Machinery Rs: 195.09
Aportioned hire charges of
machinery for lining slab 90% Rs: 175.58

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 0.10 103.60 10.36
2 Crew for Water tanker Hour 0.20 165.80 33.16
3 Mason Class-I Day 2.00 415.00 830.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor
for batching / mixing / laying Day 2.00 310.00 620.00
for demoulding / cleaning / oiling Day 2.00 310.00 620.00
for shifting slabs to curing pond Day 1.00 310.00 310.00
for stacking after curing Day 1.00 310.00 310.00
for cleaning & miscellaneous Day 1.00 310.00 310.00

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Total cost of Labour Rs: 3443.52

Aportioned cost of labour for lining
slabs 90% Rs: 3099.17
labour component/unit qty 13.80
Add contractor's profit and overhead charges 13.615% 1.90
labour component/unit qty (including contractor's profit) 15.70

ABSTRACT:
A. Cost of Materials Rs: 4265.19
B. Hire charges of Machinery Rs: 175.58
C. Cost of Labour Rs: 3099.17
Total Rs: 7539.94

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1026.56
Total cost for 225.00 Nos. Rs: 8566.50
Rate per each (A+B+C+D)/225.0 Rs. 38.10

IRR-CAW-7-43 Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube
compressive strength not less than 15 N /sqmm ) cement concrete using 10 mm down graded
coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,
compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),
CA : 0.68 cum, FA : 0.43cum)

DATA: RATE ANALYSIS UNIT : 25 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 13.50 6.30 85.05
47.25
Cement for incidentals @ 0.3 kg/slab kg 7.50 6.30
2 Coarse aggregate 10 mm below cum 0.03 875.00 26.78
3 Fine aggregate (Un-Screened ) cum 0.02 560.00 10.84
4 Super Plasticizer kg 0.05 95.00 5.13
5 Use rate of moulds for 250 uses No. 25.00 1.15 28.76
Total cost of Materials Rs: 203.80

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hand mixer 45 / 30 ltr Hour 8.00 5.50 44.00
Fuel / Energy charges Hour 8.00 0.00 0.00
2 5 hp pump ( diesel ) Hour 0.10 10.20 1.02
Fuel / Energy charges Hour 0.10 81.30 8.13
3 Water tanker 8000 ltr Hour 0.20 402.50 80.50
Fuel / Energy charges Hour 0.20 307.20 61.44
Total hire charges of Machinery Rs: 195.09
Aportioned hire charges of
machinery for lug slabs 10% Rs: 19.51

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 0.10 103.60 10.36
2 Crew for Water tanker Hour 0.20 165.80 33.16
3 Mason Class-I Day 2.00 415.00 830.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor
for batching / mixing / laying Day 2.00 310.00 620.00
for demoulding / cleaning / oiling Day 2.00 310.00 620.00
for shifting slabs to curing pond Day 1.00 310.00 310.00
for stacking after curing Day 1.00 310.00 310.00
for cleaning & miscellaneous Day 1.00 310.00 310.00

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Total cost of Labour Rs: 3443.52

Aportioned cost of labour for lug
slabs 10% Rs: 344.35
labour component/unit qty 13.80
Add contractor's profit and overhead charges 13.615% 1.90
labour component/unit qty (including contractor's profit) 15.70

ABSTRACT:
A. Cost of Materials Rs: 203.80
B. Hire charges of Machinery Rs: 19.51
C. Cost of Labour Rs: 344.35
Total Rs: 567.66

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 77.29
Total cost for 25.00 Nos. Rs: 644.95
Rate per each (A+B+C+D)/25.0 Rs. 25.80

IRR-CAW-7-44 Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side
lining using stones and chips from approved quarry including cost of all materials,
machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete
with initial lead upto 50 m and all lifts.
(Thickness of the masonry assumed: 0.3 m, rubble stones : 0.96 cum, Stone Chips : 0.15cum,
Through Stones 20 x 20 x 30cm : 1/sqm)

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 1152.00 6.30 7257.60
2 Sand (Screened ) cum 4.00 760.00 3040.00
3168.00
3 Uncoursed rubble stones at quarry cum 9.60 330.00
4 Through stones 20x20x30 cm Nos 32.00 23.00 736.00
5 Stone chips at quarry cum 1.50 360.00 540.00
Total cost of Materials Rs: 14741.60

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) Hour 4.00 10.20 40.80
Fuel / Energy charges Hour 4.00 81.30 325.20
Total hire charges of Machinery Rs: 366.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Operator pump Hour 4.00 103.60 414.40
2 work inspector Day 1.00 400.00 400.00
3 Mason Class I Day 2.00 415.00 830.00
4 Mason Class II Day 2.00 370.00 740.00
5 mazdoor Day 8.00 310.00 2480.00
Cartman with Double Bullock cart for 425.00
6 water Day 1.00 425.00
Total cost of Labour Rs: 5289.40
labour component/unit qty 528.90
Add contractor's profit and overhead charges 13.615% 72.00
labour component/unit qty (including contractor's profit) 600.90

ABSTRACT:
A. Cost of Materials Rs: 14741.60
B. Hire charges of Machinery Rs: 366.00
C. Cost of Labour Rs: 5289.40
Total Rs: 20397.00

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D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2777.05
Total cost for 10.00 cum Rs: 23174.05
Rate per cum (A+B+C+D)/10.0 Rs. 2317.40

IRR-CAW-7-45 Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side
lining using stones from approved quarry including cost of all materials, machinery,
labour, forming weep holes at specified intervals, finishing, curing etc., complete
with initial lead upto 50m and all lifts.(without pin headers) : 1.1 cum)
(Thickness of the Masonry assumed: 0.3 m , rubble stones

DATA: RATE ANALYSIS UNIT: 10 Cum

A.
MATERIALS
:

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Cement 43 Gr Kg 979.2 6.30 6168.96
2 Sand (Screened) Cum 3.4 760.00 2584.00
3 Uncoursed rubble stones at quarry Cum 11 3630.00
330.00
Total Cost of Materials Rs. 12382.96

B. MACHINERY :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Hand Mixing Charges Hour 8 5.50 44.00
2 5 hp pump (diesel) Hour 4 10.20 40.80
Fuel / Energy charges Hour 5 81.30 406.50
Total hire charges of Machinery Rs. 491.30

C. LABOUR :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Operator pump Hour 4 103.60 414.40
2 Mason Class I Day 13 415.00 5395.00
3 Mason Class II Day 6 370.00 2220.00
4 Mazdoor Day 29 310.00 8990.00
5 Cartman with Double Bullock cart for Day 1 425.00
water 425.00
Total Cost of Labour Rs. 17444.40
labour component/unit qty 1744.40
Add contractor's profit and overhead charges 13.615% 237.50
labour component/unit qty (including contractor's profit) 1981.90

ABSTRACT :
A. Cost of Materials Rs. 12382.96
B. Hire Charges of Machinery Rs. 491.3
C. Cost of Labour Rs. 17444.40
Total Rs: 30318.66

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4127.89
Total cost for 10.00 Cum Rs: 34446.55
Rate per Cum (A+B+C+D)/10.0 Rs. 3444.70

IRR-CAW-7-46 Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side
lining using stones and chips from canal excavation including cost of all materials,

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machinery, labour, forming weep holes at specified interval, finishing, curing etc., complete
with initial lead upto 50 m and all lifts.
( rubble stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm : 1/sqm)

Note: Stones and chips will be issued from dump yard at specified issue rate.

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 1144.00 6.30 7207.20
2 Sand (Screened ) cum 4.00 760.00 3040.00
3 Uncoursed rubble at dump yard cum 9.60 165.00 1584.00
4 Through stones 20x20x30 cm Nos 32.00 23.00 736.00
5 Stone chips at dump yard cum 1.50 185.00 277.50
Total cost of Materials Rs: 12844.70

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) Hour 4.00 10.20 40.80
Fuel / Energy charges Hour 4.00 81.30 325.20
Total hire charges of Machinery Rs: 366.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Operator pump Hour 4.00 103.60 414.40
2 work inspector Day 1.00 400.00 400.00
3 Mason Class I Day 2.00 415.00 830.00
4 Mason Class II Day 2.00 370.00 740.00
5 Crowbarman Day 1.00 370.00 370.00
6 mazdoor Day 9.00 310.00 2790.00
Cartman with Double Bullock cart for 425.00
7 water Day 1.00 425.00
Total cost of Labour Rs: 5969.40
labour component/unit qty 596.90
Add contractor's profit and overhead charges 13.615% 81.30
labour component/unit qty (including contractor's profit) 678.20

ABSTRACT:
A. Cost of Materials Rs: 12844.70
B. Hire charges of Machinery Rs: 366.00
C. Cost of Labour Rs: 5969.40
Total Rs: 19180.10

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2611.37
Total cost for 10.00 cum Rs: 21791.47
Rate per cum (A+B+C+D)/10.0 Rs. 2179.10

IRR-CAW-7-47 Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining
using stones from canal excavation including cost of all materials, machinery, labour, forming weep holes at
specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.
( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum)

DATA: RATE ANALYSIS UNIT: 10 Cum

A.
MATERIALS
:

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Cement 43 Gr Kg 980 6.30 6174.00
2 Sand (Screened) Cum 3.4 760.00 2584.00

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3 Uncoursed rubble at dump yard Cum 11 165.00 1815.00

Total Cost of Materials Rs. 10573

B. MACHINERY :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Hand Mixing Charges Hour 8 5.50 44.00
2 5 hp pump (diesel) Hour 4 10.20 40.80
Fuel / Energy charges Hour 5 81.30 406.50
Total hire charges of Machinery Rs. 491.30

C. LABOUR :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Operator pump Hour 4 103.60 414.40
2 Mason Class I Day 13 415.00 5395.00
3 Mason Class II Day 6 370.00 2220.00
4 Mazdoor Day 29 310.00 8990.00
5 Cartman with double bullock cart Day 1 425.00 425.00
Total Cost of Labour Rs. 17444.40
labour component/unit qty 1744.40
Add contractor's profit and overhead charges 13.615% 237.50
labour component/unit qty (including contractor's profit) 1981.90

ABSTRACT :
A. Cost of Materials Rs. 10573
B. Hire Charges of Machinery Rs. 491.3
C. Cost of Labour Rs. 17444.40
Total Rs: 28508.70

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3881.46
Total cost for 10.00 Cum Rs: 32390.16
Rate per Cum (A+B+C+D)/10.0 Rs. 3239.00

IRR-CAW-8 ROCK PITCHING:

IRR-CAW-8-1 Providing and constructing 25 cm thick dry rubble stone pitching with pin headers at 2 per
sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.
( rubble stones : 0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
7590.00
1 Uncoursed rubble stones at quarry cum 23.00 330.00
4600.00
2 Pin header (Through stone) 30 cm Nos 200.00 23.00
3 Stone chips at quarry cum 3.75 360.00 1350.00
Total cost of Materials Rs: 13540.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

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1 work inspector Day 1.00 400.00 400.00

2 Mason Class II Day 5.00 370.00 1850.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 4110.00
labour component/unit qty 41.10
Add contractor's profit and overhead charges 13.615% 5.60
labour component/unit qty (including contractor's profit) 46.70

ABSTRACT:
A. Cost of Materials Rs: 13540.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4110.00
Total Rs: 17650.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2403.05
Total cost for 100.00 sqm Rs: 20053.05
Rate per sqm (A+B+C+D)/100.0 Rs. 200.50

Note: If 15 cm thick murum bed is to be provided below pitching

(Murum : 0.18 cum/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Murum cum 18.00 115.00 2070.00
0.00 0.00 0.00
Total cost of Materials Rs: 2070.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1240.00
labour component/unit qty 12.40
Add contractor's profit and overhead charges 13.615% 1.70
labour component/unit qty (including contractor's profit) 14.10

ABSTRACT:
A. Cost of Materials Rs: 2070.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1240.00
Total Rs: 3310.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 450.66
Total cost for 100.00 sqm Rs: 3760.66
Rate per sqm (A+B+C+D)/100.0 Rs. 37.60

IRR-CAW-8-1-A Providing and constructing 22.5 cm thick dry rubble stone pitching with pin headers at 2 per
(New Item4 - 2011-
12) sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.
( rubble stones : 0.207 cum/sqm, Stone Chips : 0.03375cum/sqm, Pin Headers 30cm : 2/sqm)
(For Maintenance works)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount

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 Canal and Allied Works - Item Unit Rates 2014-15

in Rs. in Rs.
6831.00
1 Uncoursed rubble stones at quarry cum 20.70 330.00
4600.00
2 Pin header (Through stone) 30 cm Nos 200.00 23.00
3 Stone chips at quarry cum 3.375 360.00 1215.00
Total cost of Materials Rs: 12646.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class II Day 5.00 370.00 1850.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 4110.00
labour component/unit qty 41.10
Add contractor's profit and overhead charges 13.615% 5.60
labour component/unit qty (including contractor's profit) 46.70

ABSTRACT:
A. Cost of Materials Rs: 12646.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4110.00
Total Rs: 16756.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2281.33
Total cost for 100.00 sqm Rs: 19037.33
Rate per sqm (A+B+C+D)/100.0 Rs. 190.40

IRR-CAW-8-2 Providing and constructing 25 cm thick dry rubble stone pitching including cost of all materials, labour,
hand packing, finishing etc., complete
( rubble stones : 0.275 cum/sqm)

DATA: RATE ANALYSIS UNIT: 100 Sqm.

A. MATERIALS :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Uncoursed rubble stones at quarry Cum 27.50 9075.00
330.00
Total Cost of Materials Rs. 9075

B. MACHINERY :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Nil 0 0
0 0
Total hire charges of Machinery Rs. 0

C. LABOUR :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Mason Class II Day 5.50 370.00 2035.00
2 Mazdoor Day 24.75 310.00 7672.50
Total Cost of Labour Rs. 9707.50
labour component/unit qty 97.10

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 Canal and Allied Works - Item Unit Rates 2014-15

Add contractor's profit and overhead charges 13.615% 13.20

labour component/unit qty (including contractor's profit) 110.30

ABSTRACT :
A. Cost of Materials Rs. 9075
B. Hire Charges of Machinery Rs. 0
C. Cost of Labour Rs. 9707.50
Total Rs: 18782.50

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2557.24
Total cost for 100.00 Sqm. Rs: 21339.74
Rate per Sqm. (A+B+C+D)/100.0 Rs. 213.40
If 15 cm thick murum bed is to be
NOTE: provided below pitching add in Rs. 37.60
( As per rate analysis under item IRR-CAW-8-1- Note )

IRR-CAW-8-2-A Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour,
(New Item5 - 2011-
12) hand packing, finishing etc., complete
( rubble stones : 0.2475 cum/sqm) (For Maintenance Works)

DATA: RATE ANALYSIS UNIT: 100 Sqm.

A. MATERIALS :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Rough Stone for Revetment Cum 24.75 144.00 3564.00
2 Stone Chips at Quarry Cum 3.40 360.00 1224.00
Total Cost of Materials Rs. 4788

B. MACHINERY :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Nil 0 0
0 0
Total hire charges of Machinery Rs. 0

C. LABOUR :

Sl. No Particulars Unit Quantity Rate Amount in

in Rs. Rs.
1 Mason Class II Day 4.95 370.00 1831.50
2 Mazdoor Day 22.28 310.00 6905.25
Total Cost of Labour Rs. 8736.75
labour component/unit qty 87.40
Add contractor's profit and overhead charges 13.615% 11.90
labour component/unit qty (including contractor's profit) 99.30

ABSTRACT :
A. Cost of Materials Rs. 4788
B. Hire Charges of Machinery Rs. 0
C. Cost of Labour Rs. 8736.75
Total Rs: 13524.75

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1841.39
Total cost for 100.00 Sqm. Rs: 15366.14
Rate per Sqm. (A+B+C+D)/100.0 Rs. 153.70

IRR-CAW-8-3 Providing and constructing 30 cm thick dry rubble stone pitching with pin headers at 2 per
sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.

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 Canal and Allied Works - Item Unit Rates 2014-15

( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
9075.00
1 Uncoursed rubble stones at quarry cum 27.50 330.00
4600.00
2 Pin header (Through stone) 30 cm Nos 200.00 23.00
3 Stone chips at quarry cum 4.50 360.00 1620.00
Total cost of Materials Rs: 15295.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class II Day 5.00 370.00 1850.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 4110.00
labour component/unit qty 41.10
Add contractor's profit and overhead charges 13.615% 5.60
labour component/unit qty (including contractor's profit) 46.70

ABSTRACT:
A. Cost of Materials Rs: 15295.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4110.00
Total Rs: 19405.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2641.99
Total cost for 100.00 sqm Rs: 22046.99
Rate per sqm (A+B+C+D)/100.0 Rs. 220.50
If 15 cm thick murum bed is to be
NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1- Note )

IRR-CAW-8-4 Providing and Constructing 30 cm thick dry rubble stone pitching

including cost of all materials,labour,hand packing,finishing etc.,complete
( rubble stones : 0.33 cum/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS :
Rate Amount
Sl No Particulars Unit Quantity
in Rs in Rs

10890.00
1 Uncoursed rubble stones at Quarry Cum 33.00
330.00

( Included in material Rate)

Total Cost of materials Rs : 10890.00

B.MACHINERY :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

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 Canal and Allied Works - Item Unit Rates 2014-15

1 Nill 0.00 0.00

0.00 0.00

Total hire charges of machinery

0.00
Rs :

C.LABOUR :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Mason Class II Day 6.60 370.00 2442.00

2 Mazdoor Day 29.70 310.00 9207.00
Total cost of labour
11649.00
Rs :
labour component/unit qty 116.50
Add contractor's profit and overhead charges 13.615% 15.90
labour component/unit qty (including contractor's profit) 132.40

ABSTRACT
A.Cost of Materials including ryolty charges Rs: 10890.00
B. Hire charges of Machinery Rs: 0.00
C.Cost of Labour Rs: 11649.00
Total Rs: 22539.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3068.68
Total cost for 100.00 sqm Rs: 25607.68
Rate per sqm (A+B+C+D)/100.0 Rs. 256.10
If 15 cm thick murum bed is to be
NOTE: provided below pitching Rs : 37.60
Add ( As per rate analysis under
item IRR-CAW-8-1 - Note)

IRR-CAW-8-5 Providing and constructing 45 cm thick dry rubble stone pitching with pin headers at 2 per
sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts.
( rubble stones : 0.40 cum/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
13200.00
1 Uncoursed rubble stones at quarry cum 40.00 330.00
7800.00
2 Pin header (Through stone) 45 cm Nos 200.00 39.00
3 Stone chips at quarry cum 6.75 360.00 2430.00
Total cost of Materials Rs: 23430.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00
0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class II Day 7.00 370.00 2590.00
3 mazdoor Day 9.00 310.00 2790.00
Total cost of Labour Rs: 5780.00
labour component/unit qty 57.80
Add contractor's profit and overhead charges 13.615% 7.90
labour component/unit qty (including contractor's profit) 65.70

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 Canal and Allied Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 23430.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 5780.00
Total Rs: 29210.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3976.94
Total cost for 100.00 sqm Rs: 33186.94
Rate per sqm (A+B+C+D)/100.0 Rs. 331.90
If 15 cm thick murum bed is to be
NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1 - Note )

IRR-CAW-8-6 Providing and Constructing 45 cm thick dry rubble stone pitching

including cost of all materials,labour,hand packing,finishing etc.,complete
( rubble stones : 0.495 cum/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS :
Rate Amount
Sl No Particulars Unit Quantity
in Rs in Rs

16335.00
1 Uncoursed rubble stones at Quarry Cum 49.50
330.00
( Included in material Rate)
Total Cost of materials Rs : 16335.00

B.MACHINERY :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00

Total hire charges of machinery

0.00
Rs :

C.LABOUR :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Mason Class II Day 9.90 370.00 3663.00

2 Mazdoor Day 44.55 310.00 13810.50
Total cost of labour
17473.50
Rs :
labour component/unit qty 174.70
Add contractor's profit and overhead charges 13.615% 23.80
labour component/unit qty (including contractor's profit) 198.50

ABSTRACT
A.Cost of Materials including ryolty charges Rs: 16335.00
B. Hire charges of Machinery Rs: 0.00
C.Cost of Labour Rs: 17473.50
Total Rs: 33808.50

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4603.03
Total cost for 100.00 sqm Rs: 38411.53
Rate per sqm (A+B+C+D)/100.0 Rs. 384.10
If 15 cm thick murum bed is to be
NOTE: provided below pitching Rs : 37.60
Add ( As per rate analysis under
item IRR-CAW-8-1 - Note)

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 Canal and Allied Works - Item Unit Rates 2014-15

IRR-CAW-8-7 Providing and constructing 30 cm thick rubble stone pitching set in CM 1: 5 proportion with
pin headers at 2 per sqm in including cost of all materials, labour, packing chips and mortar,
finishing, curing etc., complete with initial lead upto 50 m and all lifts.
( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
9075.00
1 Uncoursed rubble stones at quarry cum 27.50 330.00
4600.00
2 Pin header (Through stone) 30 cm Nos 200.00 23.00
3 Stone chips @ 15 % at quarry cum 4.50 360.00 1620.00
4 Cement kg 3000.00 6.30 18900.00
5 Sand (Screened ) cum 10.50 760.00 7980.00
Total cost of Materials Rs: 42175.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp pump ( diesel ) 2.00 10.20 20.40
Fuel / Energy charges 2.00 81.30 162.60
Total hire charges of Machinery Rs: 183.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 2.00 103.60 207.20
2 work inspector Day 1.00 400.00 400.00
3 Mason Class II Day 5.00 370.00 1850.00
4 mazdoor Day 12.00 310.00 3720.00
5 Catrman with double bullock cart Day 2.00 425.00 850.00
Total cost of Labour Rs: 7027.20
labour component/unit qty 70.30
Add contractor's profit and overhead charges 13.615% 9.60
labour component/unit qty (including contractor's profit) 79.90

ABSTRACT:
A. Cost of Materials Rs: 42175.00
B. Hire charges of Machinery Rs: 183.00
C. Cost of Labour Rs: 7027.20
Total Rs: 49385.20

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 6723.79
Total cost for 100.00 sqm Rs: 56108.99
Rate per sqm (A+B+C+D)/100.0 Rs. 561.10
If 15 cm thick murum bed is to be
NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1 - Note )

IRR-CAW-8-8 Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion
including cost of all materials,labour, packing chips and mortar ,finishing etc.,complete
( rubble stones : 0.33 cum/sqm )

DATA: RATE ANALYSIS UNIT : 100.00 Sqm

A. MATERIALS :
Rate Amount
Sl No Particulars Unit Quantity
in Rs in Rs

10890.00
1 Uncoursed rubble stones at Quarry Cum 33.00
330.00

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2 Cement Kg 3232.00 6.30 20361.60

3 Sand (Screened) Cum 11.22 760.00 8527.20
Total Cost of materials Rs : 39778.80

B.MACHINERY :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Nill 0.00 0.00 0.00

Total hire charges of machinery

0.00
Rs :

C.LABOUR :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Mason Class I Day 0.54 415.00 224.10

2 Mason Class II Day 1.26 370.00 466.20
3 Mazdoor Day 2.80 310.00 868.00
Total cost of labour
1558.30
Rs :
labour component/unit qty 15.60
Add contractor's profit and overhead charges 13.615% 2.10
labour component/unit qty (including contractor's profit) 17.70

ABSTRACT
A.Cost of Materials Rs: 39778.80
B. Hire charges of Machinery Rs: 0.00
C.Cost of Labour Rs: 1558.30
Total Rs: 41337.10

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 5628.05
Total cost for 100.00 Sqm Rs: 46965.15
Rate per Sqm (A+B+C+D)/100.0 Rs. 469.70
If 15 cm thick murum bed is to be
NOTE: provided below pitching Rs : 37.60
Add ( As per rate analysis under
item IRR-CAW-8-1 - Note)

IRR-CAW-8-9 Providing and constructing 30 cm thick dry khandki stone pitching using 20 to 25 cm size
khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand
packing, finishing etc., complete with initial lead upto 50 m and all lifts.
( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm,
Pin Headers 30cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Khandki stones 20-25 cm height Nos 1200.00 13.00 15600.00
4600.00
2 Pin header (Through stone) 30 cm Nos 200.00 23.00
3 Stone chips cum 4.50 360.00 1620.00
Total cost of Materials Rs: 21820.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

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 Canal and Allied Works - Item Unit Rates 2014-15

1 work inspector Day 1.00 400.00 400.00

2 Mason Class II Day 5.00 370.00 1850.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 4110.00
labour component/unit qty 41.10
Add contractor's profit and overhead charges 13.615% 5.60
labour component/unit qty (including contractor's profit) 46.70

ABSTRACT:
A. Cost of Materials Rs: 21820.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4110.00
Total Rs: 25930.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3530.37
Total cost for 100.00 sqm Rs: 29460.37
Rate per sqm (A+B+C+D)/100.0 Rs. 294.60
If 15 cm thick murum bed is to be
NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1 - Note )

IRR-CAW-8-10 Providing and constructing 45 cm thick dry khandki stone pitching using 25 to 30 cm size
khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand
packing, finishing etc., complete with initial lead upto 50 m and all lifts.
( Khandki stones 25- 30 cm height : 1200 Nos/sqm, Stone Chips : 0.0675cum/sqm,
Pin Headers 45cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Khandki stones 25-30 cm height Nos 730.00 16.00 11680.00
2 Pin headers 45 cm Nos 200.00 39.00 7800.00
3 Stone chips cum 6.75 360.00 2430.00
Total cost of Materials Rs: 21910.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class II Day 7.00 370.00 2590.00
3 mazdoor Day 9.00 310.00 2790.00
Total cost of Labour Rs: 5780.00
labour component/unit qty 57.80
Add contractor's profit and overhead charges 13.615% 7.90
labour component/unit qty (including contractor's profit) 65.70

ABSTRACT:
A. Cost of Materials Rs: 21910.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 5780.00
Total Rs: 27690.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3769.99
Total cost for 100.00 sqm Rs: 31459.99
Rate per sqm (A+B+C+D)/100.0 Rs. 314.60

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 Canal and Allied Works - Item Unit Rates 2014-15

If 15 cm thick murum bed is to be

NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1 - Note )

IRR-CAW-8-11 Providing and constructing 30 cm thick khandki stone pitching using 20 to 25 cm size
khandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in
CM 1:3 proportion including cost of all materials, labour, packing chips and mortar, finishing,
curing etc.complete with initial lead upto 50 m and all lifts.
( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm,
Pin Headers 30cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Khandki stones 20-25 cm height Nos 1200.00 13.00 15600.00
2 Pin headers 30 cm long Nos 200.00 23.00 4600.00
3 Stone chips @ 15 % at quarry cum 4.50 360.00 1620.00
4 Cement kg 2902.00 6.30 18282.60
5 Sand (Screened ) cum 9.67 760.00 7349.20
Total cost of Materials Rs: 47451.80

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp diesel pump Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
Total hire charges of Machinery Rs: 183.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 2.00 103.60 207.20
2 work inspector Day 1.00 400.00 400.00
3 Cartman with double bullock cart Day 2.00 425.00 850.00
4 Mason Class II Day 5.00 370.00 1850.00
5 mazdoor Day 11.00 310.00 3410.00
Total cost of Labour Rs: 6717.20
labour component/unit qty 67.20
Add contractor's profit and overhead charges 13.615% 9.10
labour component/unit qty (including contractor's profit) 76.30

ABSTRACT:
A. Cost of Materials Rs: 47451.80
B. Hire charges of Machinery Rs: 183.00
C. Cost of Labour Rs: 6717.20
Total Rs: 54352.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 7400.02
Total cost for 100.00 sqm Rs: 61752.02
Rate per sqm (A+B+C+D)/100.0 Rs. 617.50
If 15 cm thick murum bed is to be
NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1 - Note )

IRR-CAW-8-12 Providing and constructing 45 cm thick khandki stone pitching using 25 to 30 cm stones
with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1 : 3
proportion including cost of all materials, labour, packing chips and mortar, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
( Khandki stones 25- 30 cm height : 730 Nos/sqm, Stone Chips : 0.0675cum/sqm,

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 Canal and Allied Works - Item Unit Rates 2014-15

Pin Headers 45cm : 2/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Khandki stones 25-30 cm height Nos 730.00 16.00 11680.00
2 Pin headers 45 cm Nos 200.00 39.00 7800.00
3 Stone chips @ 15 % at quarry cum 6.75 360.00 2430.00
4 Cement kg 4050.00 6.30 25515.00
5 Sand (Screened ) cum 13.99 760.00 10632.40
Total cost of Materials Rs: 58057.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 5 hp diesel pump Hour 4.00 10.20 40.80
Fuel / Energy charges Hour 4.00 81.30 325.20
Total hire charges of Machinery Rs: 366.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Pump Hour 4.00 103.60 414.40
2 work inspector Day 1.00 400.00 400.00
3 Cartman with double bullock cart Day 2.00 425.00 850.00
4 Mason Class II Day 7.00 370.00 2590.00
5 mazdoor Day 16.00 310.00 4960.00
Total cost of Labour Rs: 9214.40
labour component/unit qty 92.10
Add contractor's profit and overhead charges 13.615% 12.50
labour component/unit qty (including contractor's profit) 104.60

ABSTRACT:
A. Cost of Materials Rs: 58057.40
B. Hire charges of Machinery Rs: 366.00
C. Cost of Labour Rs: 9214.40
Total Rs: 67637.80

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9208.89
Total cost for 100.00 sqm Rs: 76846.69
Rate per sqm (A+B+C+D)/100.0 Rs. 768.50
If 15 cm thick murum bed is to be
NOTE: provided below pitching add 37.60
( As per rate analysis under item
IRR-CAW-8-1 - Note )

IRR-CAW-8-13 Providing 10 cm thick approved type grass turfing to the side slopes of canal including cost of
all materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts.
(FA : 2 cum/sqm)

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Turfing sods sqm 100.00 28.00 2800.00
2 Sand for filling cum 2.00 560.00 1120.00
Total cost of Materials Rs: 3920.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00

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 Canal and Allied Works - Item Unit Rates 2014-15

0.00 0.00 0.00

Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.10 400.00 40.00
2 Cartman with double bullock cart Day 2.00 425.00 850.00
3 mazdoor Day 14.00 310.00 4340.00
Total cost of Labour Rs: 5230.00
labour component/unit qty 52.30
Add contractor's profit and overhead charges 13.615% 7.10
labour component/unit qty (including contractor's profit) 59.40

ABSTRACT:
A. Cost of Materials Rs: 3920.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 5230.00
Total Rs: 9150.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1245.77
Total cost for 100.00 sqm Rs: 10395.77
Rate per sqm (A+B+C+D)/100.0 Rs. 104.00

IRR-CAW-8-14 Providing 10 cm Thick approved type gross turfing to the side slopes of canal including cost of
all materials ,labour,watering for minimum 15 days etc.,,complete.
with initial lead upto 50 m and all lifts ( WITHOUT USING SAND)

DATA: RATE ANALYSIS UNIT : 100.00 Sqm

A. MATERIALS :
Rate Amount
Sl No Particulars Unit Quantity
in Rs in Rs

1 Turfing Sods Sqm 100.00 28.00 2800.00

Total Cost of materials Rs : 2800.00

B.MACHINERY :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00
Total hire charges of machinery
0.00
Rs :

C.LABOUR :
Rate Amount
Sl No Description Unit Quantity
in Rs in Rs

1 Mazdoor Day 7.00 310.00 2170.00

2 Cart men with double bullock cart Day 2.00 425.00 850.00
Total cost of labour
3020.00
Rs :
labour component/unit qty 30.20
Add contractor's profit and overhead charges 13.615% 4.10
labour component/unit qty (including contractor's profit) 34.30

ABSTRACT
A.Cost of Materials including ryolty charges Rs: 2800.00
B. Hire charges of Machinery Rs: 0.00
C.Cost of Labour Rs: 3020.00
Total Rs: 5820.00

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 792.39

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 Canal and Allied Works - Item Unit Rates 2014-15

Total cost for 100.00 Sqm Rs: 6612.39

Rate per Sqm (A+B+C+D)/100.0 Rs. 66.10

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

CHAPTER-IV

CANAL CROSS DRAINAGE WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR :2015-16

Index- code
IRR-CCDW CANAL CROSS DRAINAGE WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead Charges

Seigniorage Charges:
1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.
2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing
the estimate. (i.e., to the data itself)
3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges
while adding Seigniorage Charges to the data in the estimate
Additional Lead and Lift Charges:
1. Unless otherwise specified the basic rates are inclusive of all lifts.
2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead
as follows:
Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total
lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and
unloading charges shall be allowed for any item.
In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate
and hence should not be added again
Example:
Total lead for sand from approved sand quarry : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges forRs.5 km 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 kmRs./cum 208.60
Less 1 km initial lead charges
Rs./cum 31.30 (-)
Net additional lead chargesRs.
/ cum 177.30

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be
added as follows:
Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included
in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item.
(same as above)
Example:
Total lead for earth from approved borrow area : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges forRs.5 km 83.60
Lead charges for next 10 km Rs. 125
Total lead charges for 15 kmRs./cum 208.60
Less 1 km initial lead charges
Rs./cum 31.30 (-)
Net additional lead chargesRs.
/ cum 177.30

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For
conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without
deducting the 50 m initial lead charges

CCDW - Work Items

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :

IRR-CCDW-1-1 Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal
cross drainage and other appurtenant structures and placing the excavated stuff neatly in
specified dump area or disposing off the same as directed etc., complete with initial lead upto
50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10.00 cum

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 1960.00
labour component/unit qty 196.00
Add contractor's profit and overhead charges 13.615% 26.70
labour component/unit qty (including contractor's profit) 222.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1960.00
Total Rs: 1960.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 266.85
Total cost for 10.00 cum Rs: 2226.85
Rate per cum (A+B+C+D)/10.0 Rs. 222.70

IRR-CCDW-1-2 Excavation for Structures- Mechanical Means ( Data adopted from MORTH)
Earth work in excavation in all kinds of soils of foundation of structures as per drawing and
technical specification, including setting out, construction of shoring and bracing, removal of stumps
and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Depth upto 3 m
Unit = cum
DATA: Taking output = 240 cum Unit 240.00 cum
A. Materials:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
NIL 0.00 0.00 0.00

B. Machinery:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hydraulic excavator 1.0 cum bucket hour 6.00 1706.60 10239.60
capacity
Fuel/ Energy charges hour 6.00 893.90 5363.40
Total in Rs. 15603.00

C. Labour:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector day 0.32 400.00 128.00
2 Mazdoor day 8.00 310.00 2480.00
3 crew for excavator hour 6.00 221.00 1326.00
Total in Rs. 3934.00
labour component/unit qty 16.40
Add contractor's profit and overhead charges 13.615% 2.20
labour component/unit qty (including contractor's profit) 18.60

Abstract
a) Material Rs 0.00
b) Machinery Rs 15603.00
c) Labour Rs 3934.00
Total Rs 19537.00

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2659.96
Total cost for 240.00 cum Rs: 22196.96
Rate per cum (A+B+C+D)/240.0 Rs. 92.50

IRR-CCDW-1-3 Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia.
for foundations of canal cross drainage and other appurtenant structures and placing the
excavated stuff neatly in specified dump area or disposing off the same as directed etc.,
complete with initial lead upto 50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crowbarman Day 1.25 370.00 462.50
2 Stone breaker Day 1.25 370.00 462.50
3 work inspector Day 0.25 400.00 100.00
4 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 2885.00
labour component/unit qty 288.50
Add contractor's profit and overhead charges 13.615% 39.30
labour component/unit qty (including contractor's profit) 327.80

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2885.00
Total Rs: 2885.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 392.79
Total cost for 10.00 cum Rs: 3277.79
Rate per cum (A+B+C+D)/10.0 Rs. 327.80

IRR-CCDW-1-4 Excavation in ordnary rock without blasting for foundations of canal cross drainage
and other appurtenant structures and placing the excavated stuff neatly in specified dump
area or disposing off the same as directed etc., complete with initial
lead upto 50 m and initial lift upto 3 m.
( Data adopted from MORTH)
Mechanical Means
Unit = cum
DATA: Taking output = 180 cum Unit: 180.00 cum
A. Materials:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
NIL 0.00 0.00 0.00

B. Machinery:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1.0 Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1706.60 10239.60

Fuel/ Energy charges hour 6.00 893.90 5363.40

Total in Rs. 15603.00

C. Labour:
Sl No Description Unit Quantity Rate Amount

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

in Rs. in Rs.
1 work inspector day 0.24 400.00 96.00
2 Mazdoor day 6.00 310.00 1860.00
3 crew for excavator hour 6.00 221.00 1326.00
Total in Rs. 3282.00

labour component/unit qty 18.20

Add contractor's profit and overhead charges 13.615% 2.50
labour component/unit qty (including contractor's profit) 20.70

Abstract
a) Material Rs 0.00
b) Machinery Rs 15603.00
c) Labour Rs 3282.00
Total Rs 18885.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2571.19
Total cost for 180.00 cum Rs: 21456.19
Rate per cum (A+B+C+D)/180.0 Rs. 119.20

IRR-CCDW-1-5 Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for
foundations of canal cross drainage and other appurtenant structures and placing the
excavated stuff neatly in specified dump area or disposing off the same as directed etc.,
complete with initial lead upto 50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 100 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of drill rod 1.6 m length Rm 43.50 20.75 902.63
Reconditioning charges @ 10% 90.26
2 Use rate of air hose 2 Nos. Hour 6.00 0.23 1.39
3 Explosive small dia ( Kelvex-220 ) kg 20.00 70.00 1400.00
4 Electric detonators Nos 29.00 13.00 377.00
5 Detonating fuse coil Rm 70.00 11.00 770.00
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 3551.28

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 8.5 cmm ( diesel ) Hour 3.00 275.60 826.80
Fuel / Energy charges Hour 3.00 914.20 2742.60
2 Jack hammers 2 Nos. Hour 6.00 19.80 118.80
Fuel / Energy charges Hour 6.00 0.00 0.00
Total hire charges of Machinery Rs: 3688.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 3.00 195.90 587.70
2 Crew for Jack hammer Hour 6.00 306.20 1837.20
3 work inspector Day 1.00 400.00 400.00
4 Blaster Day 0.50 480.00 240.00
5 Helper blaster Day 0.50 370.00 185.00
6 Crowbarman Day 6.00 370.00 2220.00
7 Stone breaker Day 3.00 370.00 1110.00
8 mazdoor Day 51.00 310.00 15810.00
Total cost of Labour Rs: 22389.90
labour component/unit qty 223.90
Add contractor's profit and overhead charges 13.615% 30.50
labour component/unit qty (including contractor's profit) 254.40

ABSTRACT:
A. Cost of Materials Rs: 3551.28
B. Hire charges of Machinery Rs: 3688.20
C. Cost of Labour Rs: 22389.90
Total Rs: 29629.38
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 4034.04

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Total cost for 100.00 cum Rs: 33663.415

Rate per cum (A+B+C+D)/100.0 Rs. 336.60

IRR-CCDW-1-6 Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for
foundations of canal cross drainage and other appurtenant structures and placing the
excavated rock neatly in specified dump area or stack yard as directed etc., complete with
initial lead upto 50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 100.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Explosive small dia ( Kelvex-220 ) kg 32.00 70.00 2240.00
2 Ordinary detonator No. 8.00 7.00 56.00
3 Electric detonator No. 104.00 13.00 1352.00
4 Detonating fuse coil Rm 150.00 11.00 1650.00
5 Use rate of air hose 2 Nos. Hour 16.00 11.56 185.00
6 Use rate of drill rod Rm 98.30 27.67 2719.63
Reconditioning charges @ 10% 271.96
Total cost of Materials Rs: 8474.60

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 8.5 cmm ( diesel ) Hour 8.00 275.60 2204.80
Fuel / Energy charges Hour 8.00 914.20 7313.60
2 Jack hammer 2 Nos Hour 16.00 19.80 316.80
Fuel / Energy charges Hour 16.00 0.00 0.00
Total hire charges of Machinery Rs: 9835.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 8.00 195.90 1567.20
2 Crew for Jack hammer Hour 16.00 306.20 4899.20
3 Blaster licensed Day 1.00 480.00 480.00
4 Helper blasting Day 1.00 370.00 370.00
5 work inspector Day 1.00 400.00 400.00
6 Crowbarman Day 6.00 370.00 2220.00
7 Stone breaker Day 6.00 370.00 2220.00
8 mazdoor Day 51.00 310.00 15810.00
Total cost of Labour Rs: 27966.40
labour component/unit qty 279.70
Add contractor's profit and overhead charges 13.615% 38.10
labour component/unit qty (including contractor's profit) 317.80

ABSTRACT:
A. Cost of Materials Rs: 8474.60
B. Hire charges of Machinery Rs: 9835.20
C. Cost of Labour Rs: 27966.40
Total Rs: 46276.20
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 6300.5
Total cost for 100.00 cum Rs: 52576.70
Rate per cum (A+B+C+D)/100.0 Rs. 525.80

IRR-CCDW-1-7 Excavation in hard rock with blasting prohibited for foundations of canal cross drainage
and other appurtenant structures and placing the excavated rock neatly in
or stack yard as directed etc., complete with specified dump area initial lead upto 50 m and
initial lift upto 3 m.
Hard Rock ( blasting prohibited ) ( Data adopted from MORTH)
Unit = cum
DATA: Taking output = 10 cum
Mechanical Means 10.00 cum

A.Materials:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

234
 Canal Cross Drainage Works - Item Unit Rates 2014-15

NIL 0.00 0.00 0.00

b) Machinery
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1.0 Air Compressor 250 cft with 2 leads of hour 6.00 241.30 1447.80
pneumatic breaker
Fuel/ Energy charges hour 6.00 731.40 4388.40
Total in Rs. 5836.20

c) Labour
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector day 0.20 400.00 80.00
2 Mazdoor day 5.00 310.00 1550.00
3 crew for compressor hour 6.00 195.90 1175.40
Total in Rs. 2805.40
labour component/unit qty 280.50
Add contractor's profit and overhead charges 13.615% 38.20
labour component/unit qty (including contractor's profit) 318.70

Abstract
a) Material Rs 0.00
b) Machinery Rs 5836.20
c) Labour Rs 2805.40
Total Rs 8641.60
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1176.55
Total cost for 10.00 cum Rs: 9818.15
Rate per cum (A+B+C+D)/10.0 Rs. 981.80

IRR-CCDW-1-8 Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with
1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded in
concrete / masonry including cost of all materials, machinery, labour, drilling and cleaning
hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead
upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10.00 Nos.

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for grouting kg 5.00 6.30 31.50
2 25 mm dia steel kg 101.00 40.00 4040.00
3 Use rate of 32 mm dia drill rod Rm 12.50 27.67 345.83
Reconditioning charges @ 10% 34.58
4 Use rate of air hose Hour 2.00 11.56 23.13
Total cost of Materials Rs: 4475.04

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 8.5 cmm ( diesel ) Hour 1.00 275.60 275.60
Fuel / Energy charges Hour 1.00 914.20 914.20
2 Jack hammer 2 Nos Hour 2.00 19.80 39.60
Fuel / Energy charges Hour 2.00 0.00 0.00
Total hire charges of Machinery Rs: 1229.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 1.00 195.90 195.90
2 Crew for Jack hammer Hour 2.00 306.20 612.40
3 Mason Class-II Day 0.50 370.00 185.00
4 Bar bender Day 0.50 490.00 245.00
5 work inspector Day 0.50 400.00 200.00
6 mazdoor Day 1.00 310.00 310.00
Total cost of Labour Rs: 1748.30
labour component/unit qty 174.80
Add contractor's profit and overhead charges 13.615% 23.80

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

labour component/unit qty (including contractor's profit) 198.60

ABSTRACT:
A. Cost of Materials Rs: 4475.04
B. Hire charges of Machinery Rs: 1229.40
C. Cost of Labour Rs: 1748.30
Total Rs: 7452.74
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1014.69
Total cost for 10.00 Nos. Rs: 8467.43
Rate per each (A+B+C+D)/10.0 Rs. 846.70

IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :

IRR-CCDW-2-1 Providing, fabricating and placing in position reinforcement steel bars for RCC works including
cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with
1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,
complete with initial lead upto 50 and all lifts.

DATA: RATE ANALYSIS UNIT : 1000.00 kg

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rein.Steel with 5 % wastage kg 1050.00 40.00 42000.00
2 Binding wire 1.25 mm dia kg 8.00 70.00 560.00
3 Sundries ( chairs / spacers etc ) LS 3.00 20.00 60.00
Total cost of Materials Rs: 42620.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Bar bender Day 6.00 490.00 2940.00
3 mazdoor Day 11.00 310.00 3410.00
Total cost of Labour Rs: 6750.00
labour component/unit qty 6.80
Add contractor's profit and overhead charges 13.615% 0.90
labour component/unit qty (including contractor's profit) 7.70

ABSTRACT:
A. Cost of Materials Rs: 42620.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 6750.00
Total Rs: 49370.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 6721.73
Total cost for 1000.00 kg Rs: 56091.73
Rate per kg (A+B+C+D)/1000.0 Rs. 56.10

IRR-CCDW-2-2 Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x
100 x 10 mm angle and 250 x 12 mm plate for sinking for sinking 4.50 m outer diameter
foundation wells foundation wells including cost of all materials, machinery, labour, bending,
welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.

DETAILS OF FOUNDATION WELL CUTTING EDGE

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DATA: RATE ANALYSIS UNIT : 615.00 kg

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Str.Steel angle with 2.5 % wastage kg 216.10 40.00 8644.00
2 Str.Steel plate with 2.5 % wastage kg 342.30 40.00 13692.00
3 Steel for anchors kg 56.60 40.00 2264.00
4 Acetyline gas cum 0.50 330.00 165.00
5 Oxygen gas cum 1.50 45.00 67.50
6 Welding electrodes Nos 300.00 11.00 3300.00
7 Sundries LS 5.00 20.00 100.00
Total cost of Materials Rs: 28232.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Bending machine Hour 8.00 42.60 340.80
Fuel / Energy charges Hour 8.00 115.50 924.00
2 Welding set Hour 30.00 16.00 480.00
Fuel / Energy charges Hour 30.00 92.40 2772.00
3 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 4716.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Str. Steel fabricator Day 2.00 480.00 960.00
2 Welder / Gas cutter Day 5.00 415.00 2075.00
3 work inspector Day 1.00 400.00 400.00
4 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 4985.00
labour component/unit qty 8.10
Add contractor's profit and overhead charges 13.615% 1.10
labour component/unit qty (including contractor's profit) 9.20

ABSTRACT:
A. Cost of Materials Rs: 28232.50
B. Hire charges of Machinery Rs: 4716.80
C. Cost of Labour Rs: 4985.00
Total Rs: 37934.30
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 5164.75
Total cost for 615.00 kg Rs: 43099.05
Rate per kg (A+B+C+D)/615.0 Rs. 70.10

IRR-CCDW-2-3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for foundation filling including cost of all materials, machinery, labour, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Data RATE ANALYSIS UNIT : 15.38 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3998.80 6.30 25192.44
Cement for incidentals @ 3 kg / cum kg 46.14 6.30 290.68
2 Coarse aggregate 40-20 mm cum 6.92 1145.00 7924.55
Coarse aggregate 20-10 mm cum 4.15 1210.00 5024.65
Coarse aggregate 10 mm below cum 2.77 875.00 2422.35
3 Fine aggregate (Un-Screened) cum 6.15 560.00 3445.12
4 Super Plasticizer kg 16.00 95.00 1519.54
5 Use rate of shuttering for 40 uses sqm 15.38 225.53 3468.64

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

Scaffolding @ of shuttering 10% 346.86

6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 49644.83

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Needle vibrator Hour 8.00 146.90 1175.20
5 work inspector Day 1.00 400.00 400.00
6 Mason Class-I Day 1.00 415.00 415.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.38 310.00 4767.80
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 15.38 79.80 1227.32
Labour cost for scaffolding @ 10% 122.73
Total cost of Labour Rs: 15848.46
labour component/unit qty 1030.50
Add contractor's profit and overhead charges 13.615% 140.30
labour component/unit qty (including contractor's profit) 1170.80

ABSTRACT:
A. Cost of Materials Rs: 49644.83
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 15848.46
Total Rs: 67552.73
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9197.3
Total cost for 15.38 cum Rs: 76750.03
Rate per cum (A+B+C+D)/15.38 Rs. 4990.20

IRR-CCDW-2-4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded
aggregates for foundation filling including cost of all materials, machinery, labour, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

DATA: RATE ANALYSIS UNIT : 14.40 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3600.00 6.30 22680.00
Cement for incidentals @ 3 kg / cum kg 43.20 6.30 272.16
2 Coarse aggregate 80-40 mm cum 4.94 635.00 3136.39
Coarse aggregate 40-20 mm cum 4.23 1145.00 4847.47
Coarse aggregate 20-10 mm cum 2.82 1210.00 3415.10
Coarse aggregate 10 mm below cum 2.12 875.00 1852.20
3 Fine aggregate (Un-Screened) cum 5.04 560.00 2822.40
4 Super Plasticizer kg 14.40 95.00 1368.00

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

5 Use rate of shuttering for 40 uses sqm 14.40 225.53 3247.62

Scaffolding @ of shuttering 10% 324.76
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 43976.11

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 600/400 ltr ( diesel) Hour 8.00 92.70 741.60
Fuel / Energy charges Hour 8.00 162.50 1300.00
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 60 mm dia ( petrol) Hour 8.00 8.20 65.60
Fuel / Energy charges Hour 8.00 30.80 246.40
Total hire charges of Machinery Rs: 3109.05

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Needle vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 14.40 310.00 4464.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 14.40 79.80 1149.12
Labour cost for scaffolding @ 10% 114.91
Total cost of Labour Rs: 15458.63
labour component/unit qty 1073.50
Add contractor's profit and overhead charges 13.615% 146.20
labour component/unit qty (including contractor's profit) 1219.70

ABSTRACT:
A. Cost of Materials Rs: 43976.11
B. Hire charges of Machinery Rs: 3109.05
C. Cost of Labour Rs: 15458.63
Total Rs: 62543.79
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 8515.34
Total cost for 14.40 cum Rs: 71059.13
Rate per cum (A+B+C+D)/14.40 Rs. 4934.70

IRR-CCDW-2-5 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for foundation filling including cost of all materials, machinery, labour, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
(Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 16.36 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3599.20 6.30 22674.96
Cement for incidentals @ 3 kg / cum kg 49.08 6.30 309.20
2 Coarse aggregate 40-20 mm cum 7.36 1145.00 8429.49
Coarse aggregate 20-10 mm cum 4.42 1210.00 5344.81
Coarse aggregate 10 mm below cum 2.94 875.00 2576.70
3 Fine aggregate (Un-Screened) cum 6.54 560.00 3664.64
4 Super Plasticizer kg 14.40 95.00 1367.70

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

5 Use rate of shuttering for 40 uses sqm 16.36 225.53 3689.65

Scaffolding @ of shuttering 10% 368.97
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 48436.12

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 16.36 310.00 5071.60
8 for cleaning/ washing/ curing Day 1.00 310.00 310.00
9 Labour cost for shuttering sqm 16.36 79.80 1305.53
Total cost of Labour Rs: 16107.73
labour component/unit qty 984.60
Add contractor's profit and overhead charges 13.615% 134.10
labour component/unit qty (including contractor's profit) 1118.70

ABSTRACT:
A. Cost of Materials Rs: 48436.12
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 16107.73
Total Rs: 66603.30
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9068.04
Total cost for 16.36 cum Rs: 75671.34
Rate per cum (A+B+C+D)/16.36 Rs. 4625.40

IRR-CCDW-2-6 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded
aggregates for foundation filling including cost of all materials, machinery, labour, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
(Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

DATA: RATE ANALYSIS UNIT : 14.55 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3201.00 6.30 20166.30
Cement for incidentals @ 3 kg / cum kg 43.65 6.30 275.00
2 Coarse aggregate 80-40 mm cum 4.99 635.00 3169.06
Coarse aggregate 40-20 mm cum 4.28 1145.00 4897.97
Coarse aggregate 20-10 mm cum 2.85 1210.00 3450.68
Coarse aggregate 10 mm below cum 2.14 875.00 1871.49
3 Fine aggregate (Un-Screened) cum 5.09 560.00 2851.80
4 Super Plasticizer kg 12.80 95.00 1216.38

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

5 Use rate of shuttering for 40 uses sqm 14.55 225.53 3281.45

Scaffolding @ of shuttering 10% 328.14
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 41518.27

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 600/400 ltr ( diesel ) Hour 8.00 92.70 741.60
Fuel / Energy charges Hour 8.00 162.50 1300.00
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.20 65.60
Fuel / Energy charges Hour 8.00 30.80 246.40
Total hire charges of Machinery Rs: 3109.05

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 14.55 310.00 4510.50
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 14.55 79.80 1161.09
Labour cost for scaffolding @ 10% 116.11
Total cost of Labour Rs: 15518.30
labour component/unit qty 1066.50
Add contractor's profit and overhead charges 13.615% 145.20
labour component/unit qty (including contractor's profit) 1211.70

ABSTRACT:
A. Cost of Materials Rs: 41518.27
B. Hire charges of Machinery Rs: 3109.05
C. Cost of Labour Rs: 15518.30
Total Rs: 60145.62
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 8188.83
Total cost for 14.55 cum Rs: 68334.45
Rate per cum (A+B+C+D)/14.55 Rs. 4696.50

IRR-CCDW-2-7 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for foundation filling including cost of all materials, machinery, labour, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts. ( Cement content : 220 kg / cum )
(Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 14.19 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4398.90 6.30 27713.07
Cement for incidentals @ 3 kg / cum kg 42.57 6.30 268.19
2 Coarse aggregate 40-20 mm cum 6.39 1145.00 7311.40
Coarse aggregate 20-10 mm cum 3.83 1210.00 4635.87
Coarse aggregate 10 mm below cum 2.55 875.00 2234.93
3 Fine aggregate (Un-Screened) cum 5.68 560.00 3178.56
4 Super Plasticizer kg 17.60 95.00 1671.58

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5 Use rate of shuttering for 40 uses sqm 14.19 225.53 3200.26

Scaffolding @ of shuttering 10% 320.03
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 50543.88

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 14.19 310.00 4398.90
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 14.19 79.80 1132.36
Labour cost for scaffolding @ 10% 113.24
Total cost of Labour Rs: 15375.10
labour component/unit qty 1083.50
Add contractor's profit and overhead charges 13.615% 147.50
labour component/unit qty (including contractor's profit) 1231.00

ABSTRACT:
A. Cost of Materials Rs: 50543.88
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 15375.10
Total Rs: 67978.43
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9255.26
Total cost for 14.19 cum Rs: 77233.69
Rate per cum (A+B+C+D)/14.19 Rs. 5442.80

IRR-CCDW-2-8 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for sub-structure / super- structure works including cost of all materials,
machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 15.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4800.00 6.30 30240.00
Cement for incidentals @ 5 kg / cum kg 75.00 6.30 472.50
2 Coarse aggregate 40-20 mm cum 6.75 1145.00 7728.75
Coarse aggregate 20-10 mm cum 4.05 1210.00 4900.50
Coarse aggregate 10 mm below cum 2.70 875.00 2362.50
3 Fine aggregate (Un-Screened) cum 6.00 560.00 3360.00
4 Super Plasticizer kg 19.20 95.00 1824.00

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5 Use rate of shuttering sqm 30.00 225.53 6765.87

Scaffolding @ of shuttering 25% 1691.47
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 59355.59

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying including lifting Day 4.00 310.00 1240.00
for conveying concrete Day 15.00 310.00 4650.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 15.00 79.80 1197.00
Labour cost for scaffolding @ 25% 299.25
Total cost of Labour Rs: 16186.85
labour component/unit qty 1079.10
Add contractor's profit and overhead charges 13.615% 146.90
labour component/unit qty (including contractor's profit) 1226.00

ABSTRACT:
A. Cost of Materials Rs: 59355.59
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 16186.85
Total Rs: 77601.89
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10565.5
Total cost for 15.00 cum Rs: 88167.39
Rate per cum (A+B+C+D)/15.0 Rs. 5877.80

IRR-CCDW-2-9 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for sub-structure / super- structure works including cost of all materials,
machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.76 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.80 6.30 32765.04
Cement for incidentals @ 5 kg / cum kg 78.80 6.30 496.44
2 Coarse aggregate 20-10 mm cum 8.20 1210.00 9916.19
Coarse aggregate 10 mm below cum 4.41 875.00 3861.20
3 Fine aggregate (Un-Screened) cum 7.09 560.00 3971.52
4 Super Plasticizer kg 20.80 95.00 1976.30
5 Use rate of shuttering sqm 31.52 225.53 7108.67

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

Scaffolding @ of shuttering 25% 1777.17

6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 61882.54

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 4.00 310.00 1240.00
for conveying concrete Day 15.76 310.00 4885.60
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 31.52 79.80 2515.30
Labour cost for scaffolding @ 25% 628.82
Total cost of Labour Rs: 18070.32
labour component/unit qty 1146.60
Add contractor's profit and overhead charges 13.615% 156.10
labour component/unit qty (including contractor's profit) 1302.70

ABSTRACT:
A. Cost of Materials Rs: 61882.54
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 18070.32
Total Rs: 82012.31
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 11165.98
Total cost for 15.76 cum Rs: 93178.289
Rate per cum (A+B+C+D)/15.76 Rs. 5912.30

IRR-CCDW-2-10 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for sub-structure / super- structure works including cost of all materials,
machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.71 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4398.80 6.30 27712.44
Cement for incidentals @ 5 kg / cum kg 78.55 6.30 494.87
2 Coarse aggregate 20-10 mm cum 8.17 1210.00 9884.73
Coarse aggregate 10 mm below cum 4.40 875.00 3848.95
3 Fine aggregate (Un-Screened) cum 7.07 560.00 3958.92
4 Super Plasticizer kg 17.60 95.00 1671.54
5 Use rate of shuttering for 40 uses sqm 31.42 225.53 7086.12
Scaffolding @ of shuttering 25% 1771.53

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

6 Sundries LS 0.50 20.00 10.00

Total cost of Materials Rs: 56439.10

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 4.00 310.00 1240.00
for conveying concrete Day 15.71 310.00 4870.10
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 31.42 79.80 2507.32
Labour cost for scaffolding @ 25% 626.83
Total cost of Labour Rs: 18044.85
labour component/unit qty 1148.60
Add contractor's profit and overhead charges 13.615% 156.40
labour component/unit qty (including contractor's profit) 1305.00

ABSTRACT:
A. Cost of Materials Rs: 56439.10
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 18044.85
Total Rs: 76543.40
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10421.38
Total cost for 15.71 cum Rs: 86964.777
Rate per cum (A+B+C+D)/15.71 Rs. 5535.60

IRR-CCDW-2-11 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for sub-structure / super- structure works including cost of all materials,
machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 18.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3960.00 6.30 24948.00
Cement for incidentals @ 5 kg / cum kg 90.00 6.30 567.00
2 Coarse aggregate 20-10 mm cum 9.36 1210.00 11325.60
Coarse aggregate 10 mm below cum 5.04 875.00 4410.00
3 Fine aggregate (Un-Screened) cum 8.10 560.00 4536.00
4 Super Plasticizer kg 15.84 95.00 1504.80
5 Use rate of shuttering for 40 uses sqm 36.00 225.53 8119.04
Scaffolding @ of shuttering 25% 2029.76
6 Sundries LS 0.50 20.00 10.00

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Total cost of Materials Rs: 57450.21

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 2059.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80
4 Crew for Vibrator Hour 8.00 146.90 1175.20
5 Mason Class-I Day 1.00 415.00 415.00
6 work inspector Day 1.00 400.00 400.00
7 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 4.00 310.00 1240.00
for conveying concrete Day 18.00 310.00 5580.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
8 Labour cost for shuttering sqm 36.00 79.80 2872.80
Labour cost for scaffolding @ 25% 718.20
Total cost of Labour Rs: 19211.60
labour component/unit qty 1067.30
Add contractor's profit and overhead charges 13.615% 145.30
labour component/unit qty (including contractor's profit) 1212.60

ABSTRACT:
A. Cost of Materials Rs: 57450.21
B. Hire charges of Machinery Rs: 2059.45
C. Cost of Labour Rs: 19211.60
Total Rs: 78721.26
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10717.9
Total cost for 18.00 cum Rs: 89439.155
Rate per cum (A+B+C+D)/18.0 Rs. 4968.80

IRR-CCDW-2-12 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for well kerb including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5250.00 6.30 33075.00
2 Coarse aggregate 20-10 mm cum 7.80 1210.00 9438.00
Coarse aggregate 10 mm below cum 4.20 875.00 3675.00
3 Fine aggregate (Un-Screened) cum 6.75 560.00 3780.00
4 Super Plasticizer kg 21.00 95.00 1995.00
5 Use rate of curved shutter (40 uses) sqm 82.50 248.08 20466.76
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 72439.76

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.00 310.00 4650.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 82.50 79.80 6583.50
Total cost of Labour Rs: 20798.30
labour component/unit qty 1386.60
Add contractor's profit and overhead charges 13.615% 188.80
labour component/unit qty (including contractor's profit) 1575.40

ABSTRACT:
A. Cost of Materials Rs: 72439.76
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 20798.30
Total Rs: 94587.81
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12878.13
Total cost for 15.00 cum Rs: 107465.94
Rate per cum (A+B+C+D)/15.0 Rs. 7164.40

IRR-CCDW-2-13 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for well steining including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 15.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4800.00 6.30 30240.00
Cement for incidentals @ 2 kg / cum kg 30.00 6.30 189.00
2 Coarse aggregate 40-20 mm cum 6.75 1145.00 7728.75
Coarse aggregate 20-10 mm cum 4.05 1210.00 4900.50
Coarse aggregate 10 mm below cum 2.70 875.00 2362.50
3 Fine aggregate (Un-Screened) cum 6.00 560.00 3360.00
4 Super Plasticizer kg 19.20 95.00 1824.00
5 Use rate of curved shutter (40 uses) sqm 60.00 248.08 14884.91
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 65499.66

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

Fuel / Energy charges Hour 8.00 81.30 650.40

2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.00 310.00 4650.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 60.00 79.80 4788.00
Total cost of Labour Rs: 19002.80
labour component/unit qty 1266.90
Add contractor's profit and overhead charges 13.615% 172.50
labour component/unit qty (including contractor's profit) 1439.40

ABSTRACT:
A. Cost of Materials Rs: 65499.66
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 19002.80
Total Rs: 85852.21
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 11688.78
Total cost for 15.00 cum Rs: 97540.99
Rate per cum (A+B+C+D)/15.0 Rs. 6502.70

IRR-CCDW-2-14 Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sq
mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for well bottom plug by tremie or skip box method including cost of all materials,
machinery, labour, batching, mixing, placing in position as per detailed specifications etc.,
complete with initial lead upto 50 m and all lifts. ( Cement content : 350 kg / cum )
(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 14.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4900.00 6.30 30870.00
2 Coarse aggregate 20-10 mm cum 7.28 1210.00 8808.80
Coarse aggregate 10 mm below cum 3.92 875.00 3430.00
3 Fine aggregate (Un-Screened) cum 6.30 560.00 3528.00
4 Super Plasticizer kg 19.60 95.00 1862.00
TOTAL Rs: 48498.80
Add for tremie arrangement @ 1% Rs: 484.99
Total cost of Materials Rs: 48983.79

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Sundries( Hopper etc. ) LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 1224.15

C. LABOUR:

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Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Fitter shuttering Day 1.00 370.00 370.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor
for erecting/ dismantling tremie Day 4.00 310.00 1240.00
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for feeding tremie hopper Day 2.00 310.00 620.00
for conveying concrete Day 16.00 310.00 4960.00
Total cost of Labour Rs: 13924.60
labour component/unit qty 994.60
Add contractor's profit and overhead charges 13.615% 135.40
labour component/unit qty (including contractor's profit) 1130.00

ABSTRACT:
A. Cost of Materials Rs: 48983.79
B. Hire charges of Machinery Rs: 1224.15
C. Cost of Labour Rs: 13924.60
Total Rs: 64132.54
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 8731.65
Total cost for 14.00 cum Rs: 72864.19
Rate per cum (A+B+C+D)/14.0 Rs. 5204.60

IRR-CCDW-2-15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for well top plug including cost of all materials, machinery, labour, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with
initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 14.29 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4001.20 6.30 25207.56
2 Coarse aggregate 40-20 mm cum 6.43 1145.00 7362.92
Coarse aggregate 20-10 mm cum 3.86 1210.00 4668.54
Coarse aggregate 10 mm below cum 2.57 875.00 2250.68
3 Fine aggregate (Un-Screened) cum 5.72 560.00 3200.96
4 Super Plasticizer kg 16.00 95.00 1520.46
Total cost of Materials Rs: 44211.12

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00

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for loading mortar pans Day 4.00 310.00 1240.00

for laying Day 3.00 310.00 930.00
for conveying concrete Day 14.29 310.00 4429.90
for cleaning/ washing/ curing Day 1.00 310.00 310.00
Total cost of Labour Rs: 13994.70
labour component/unit qty 979.30
Add contractor's profit and overhead charges 13.615% 133.30
labour component/unit qty (including contractor's profit) 1112.60

ABSTRACT:
A. Cost of Materials Rs: 44211.12
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 13994.70
Total Rs: 59555.57
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 8108.49
Total cost for 14.29 cum Rs: 67664.06
Rate per cum (A+B+C+D)/14.29 Rs. 4735.10

IRR-CCDW-2-16 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for well cap including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.76 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.80 6.30 32765.04
Cement for incidentals @ 5 kg / cum kg 78.80 6.30 496.44
2 Coarse aggregate 20-10 mm cum 8.20 1210.00 9916.19
Coarse aggregate 10 mm below cum 4.41 875.00 3861.20
3 Fine aggregate (Un-Screened) cum 7.09 560.00 3971.52
4 Super Plasticizer kg 20.80 95.00 1976.30
5 Use rate of curved shutter (40 uses) sqm 15.76 225.53 3554.34
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 56551.03

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.76 310.00 4885.60
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 15.76 79.80 1257.65
Total cost of Labour Rs: 15708.05

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

labour component/unit qty 996.70

Add contractor's profit and overhead charges 13.615% 135.70
labour component/unit qty (including contractor's profit) 1132.40

ABSTRACT:
A. Cost of Materials Rs: 56551.03
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 15708.05
Total Rs: 73608.83
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10021.84
Total cost for 15.76 cum Rs: 83630.67
Rate per cum (A+B+C+D)/15.76 Rs. 5306.50

IRR-CCDW-2-17 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded
aggregates for piers and abutments including cost of all materials, labour, machinery,
formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

DATA: RATE ANALYSIS UNIT : 14.40 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3600.00 6.30 22680.00
Cement for incidentals @ 5 kg / cum kg 72.00 6.30 453.60
2 Coarse aggregate 80-40 mm cum 4.94 635.00 3136.39
Coarse aggregate 40-20 mm cum 4.23 1145.00 4847.47
Coarse aggregate 20-10 mm cum 2.82 1210.00 3415.10
Coarse aggregate 10 mm below cum 2.12 875.00 1852.20
3 Fine aggregate (Un-Screened) cum 5.04 560.00 2822.40
4 Super Plasticizer kg 14.40 95.00 1368.00
5 Use rate of shuttering for 40 uses sqm 39.60 236.81 9377.50
6 Scaffolding @ of shuttering 30% 2813.25
Total cost of Materials Rs: 52765.91

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 600/400 ltr ( diesel ) Hour 8.00 92.70 741.60
Fuel / Energy charges Hour 8.00 162.50 1300.00
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.20 65.60
Fuel / Energy charges Hour 8.00 30.80 246.40
Total hire charges of Machinery Rs: 2399.35

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 6.00 310.00 1860.00
for conveying concrete Day 14.40 310.00 4464.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 39.60 79.80 3160.08
Labour cost for scaffolding @ 30% 948.02
Total cost of Labour Rs: 19066.90
labour component/unit qty 1324.10
Add contractor's profit and overhead charges 13.615% 180.30

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labour component/unit qty (including contractor's profit) 1504.40

ABSTRACT:
A. Cost of Materials Rs: 52765.91
B. Hire charges of Machinery Rs: 2399.35
C. Cost of Labour Rs: 19066.90
Total Rs: 74232.17
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10106.71
Total cost for 14.40 cum Rs: 84338.877
Rate per cum (A+B+C+D)/14.40 Rs. 5856.90

IRR-CCDW-2-18 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded
aggregates for piers and abutments including cost of all materials, labour, machinery,
formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

DATA: RATE ANALYSIS UNIT : 14.55 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3201.00 6.30 20166.30
Cement for incidentals @ 5 kg / cum kg 72.75 6.30 458.33
2 Coarse aggregate 80-40 mm cum 4.99 635.00 3169.06
Coarse aggregate 40-20 mm cum 4.28 1145.00 4897.97
Coarse aggregate 20-10 mm cum 2.85 1210.00 3450.68
Coarse aggregate 10 mm below cum 2.14 875.00 1871.49
3 Fine aggregate (Un-Screened) cum 5.09 560.00 2851.80
4 Super Plasticizer kg 12.80 95.00 1216.38
5 Use rate ofshuttering for 40 uses sqm 40.01 236.81 9475.18
6 Scaffolding @ of shuttering 30% 2842.55
Total cost of Materials Rs: 50399.74

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 600/400 ltr ( diesel ) Hour 8.00 92.70 741.60
Fuel / Energy charges Hour 8.00 162.50 1300.00
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.20 65.60
Fuel / Energy charges Hour 8.00 30.80 246.40
Total hire charges of Machinery Rs: 2399.35

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 6.00 310.00 1860.00
for conveying concrete Day 14.55 310.00 4510.50
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 40.01 79.80 3193.00
Labour cost for scaffolding @ 30% 957.90
Total cost of Labour Rs: 19156.20
labour component/unit qty 1316.60
Add contractor's profit and overhead charges 13.615% 179.30
labour component/unit qty (including contractor's profit) 1495.90

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ABSTRACT:
A. Cost of Materials Rs: 50399.74
B. Hire charges of Machinery Rs: 2399.35
C. Cost of Labour Rs: 19156.20
Total Rs: 71955.28
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9796.71
Total cost for 14.55 cum Rs: 81751.99
Rate per cum (A+B+C+D)/14.55 Rs. 5618.70

IRR-CCDW-2-19 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for piers and abutments including cost of all materials, labour, machinery,
formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 16.36 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3599.20 6.30 22674.96
Cement for incidentals @ 5 kg / cum kg 81.80 6.30 515.34
2 Coarse aggregate 40-20 mm cum 7.36 1145.00 8429.49
Coarse aggregate 20-10 mm cum 4.42 1210.00 5344.81
Coarse aggregate 10 mm below cum 2.94 875.00 2576.70
3 Fine aggregate (Un-Screened) cum 6.54 560.00 3664.64
4 Super Plasticizer kg 14.40 95.00 1367.70
5 Use rate of shuttering for 40 uses sqm 44.99 236.81 10653.88
6 Scaffolding @ of shuttering 30% 3196.16
Total cost of Materials Rs: 58423.68

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 5.00 310.00 1550.00
for conveying concrete Day 16.36 310.00 5071.60
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 44.99 79.80 3590.20
Labour cost for scaffolding @ 30% 1077.06
Total cost of Labour Rs: 19923.66
labour component/unit qty 1217.80
Add contractor's profit and overhead charges 13.615% 165.80
labour component/unit qty (including contractor's profit) 1383.60

ABSTRACT:
A. Cost of Materials Rs: 58423.68
B. Hire charges of Machinery Rs: 1349.75

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

C. Cost of Labour Rs: 19923.66

Total Rs: 79697.09
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 10850.76
Total cost for 16.36 cum Rs: 90547.85
Rate per cum (A+B+C+D)/16.36 Rs. 5534.70

IRR-CCDW-2-20 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates for cantiliver / counterfort retaining walls including cost of all materials,
machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,
levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.

DATA: RATE ANALYSIS UNIT : 16.25 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.00 6.30 32760.00
Cement for incidentals @ 5 kg / cum kg 81.25 6.30 511.88
2 Coarse aggregate 40-20 mm cum 7.31 1145.00 8372.81
Coarse aggregate 20-10 mm cum 4.39 1210.00 5308.88
Coarse aggregate 10 mm below cum 2.93 875.00 2559.38
3 Fine aggregate (Un-Screened) cum 6.50 560.00 3640.00
4 Super Plasticizer kg 20.80 95.00 1976.00
5 Use rate of shuttering for 40 uses sqm 52.81 225.53 11910.75
Scaffolding @ of shuttering 25% 2977.69
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 70027.38

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 5.00 310.00 1550.00
for conveying concrete Day 16.25 310.00 5037.50
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 52.81 79.80 4214.44
Labour cost for scaffolding @ 25% 1053.61
Total cost of Labour Rs: 20490.35
labour component/unit qty 1260.90
Add contractor's profit and overhead charges 13.615% 171.70
labour component/unit qty (including contractor's profit) 1432.60

ABSTRACT:
A. Cost of Materials Rs: 70027.38
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 20490.35

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

Total Rs: 91867.47

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12507.76
Total cost for 16.25 cum Rs: 104375.23
Rate per cum (A+B+C+D)/16.25 Rs. 6423.10

IRR-CCDW-2-21 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded
aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity
type retaining walls / piers / abutments etc., including cost of all materials, machinery,
labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,
finishing, curing etc.,complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum,
plums of size 150 to 80 mm : 0.25cum )

DATA: RATE ANALYSIS UNIT : 18.09 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4703.40 6.30 29631.42
Cement for incidentals @ 4 kg / cum kg 72.36 6.30 455.87
2 Coarse aggregate 40-20 mm cum 6.92 1145.00 7922.74
Coarse aggregate 20-10 mm cum 4.15 1210.00 5023.50
Coarse aggregate 10 mm below cum 2.77 875.00 2421.80
3 Plums of size 150 to 80 mm cum 4.52 360.00 1628.10
4 Fine aggregate (Un-Screened) cum 6.15 560.00 3444.34
5 Super Plasticizer kg 18.81 95.00 1787.29
Use rate of shuttering for 40 uses sqm 49.75 225.53 11219.50
6 Scaffolding @ of shuttering 30% 3365.85
Total cost of Materials Rs: 66900.41

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.20 65.60
Fuel / Energy charges Hour 8.00 30.80 246.40
Total hire charges of Machinery Rs: 1436.15

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 5.00 310.00 1550.00
for placing plums Day 2.00 310.00 620.00
for conveying concrete Day 15.38 310.00 4767.80
for conveying plums Day 2.00 310.00 620.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour for shuttering sqm 49.75 79.80 3969.85
Labour for scaffolding @ 30% 1190.96
Total cost of Labour Rs: 21353.41
labour component/unit qty 1180.40
Add contractor's profit and overhead charges 13.615% 160.70
labour component/unit qty (including contractor's profit) 1341.10

ABSTRACT:
A. Cost of Materials Rs: 66900.41

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

B. Hire charges of Machinery Rs: 1436.15

C. Cost of Labour Rs: 21353.41
Total Rs: 89689.97
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 12211.29
Total cost for 18.09 cum Rs: 101901.26
Rate per cum (A+B+C+D)/18.09 Rs. 5633.00

IRR-CCDW-2-22 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,graded
aggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning,
batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with
initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS UNIT : 15.38 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3998.80 6.30 25192.44
Cement for incidentals @ 5 kg / cum kg 76.90 6.30 484.47
2 Coarse aggregate 40-20 mm cum 6.92 1145.00 7924.55
Coarse aggregate 20-10 mm cum 4.15 1210.00 5024.65
Coarse aggregate 10 mm below cum 2.77 875.00 2422.35
3 Fine aggregate (Un-Screened) cum 6.15 560.00 3445.12
4 Super Plasticizer kg 16.00 95.00 1519.54
5 Use rate of shuttering for 40 uses sqm 30.76 236.81 7284.14
Scaffolding @ of shuttering 15% 1092.62
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 54399.87

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.38 310.00 4767.80
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour for shuttering sqm 30.76 79.80 2454.65
Labour for scaffolding @ 15% 368.20
Total cost of Labour Rs: 17155.45
labour component/unit qty 1115.40
Add contractor's profit and overhead charges 13.615% 151.90
labour component/unit qty (including contractor's profit) 1267.30

ABSTRACT:
A. Cost of Materials Rs: 54399.87
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 17155.45

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Total Rs: 72905.07

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9926.02
Total cost for 15.38 cum Rs: 82831.09
Rate per cum (A+B+C+D)/15.38 Rs. 5385.60

IRR-CCDW-2-23 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than
15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded
aggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork,
cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

DATA: RATE ANALYSIS UNIT : 14.40 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 3600.00 6.30 22680.00
Cement for incidentals @ 5 kg / cum kg 72.00 6.30 453.60
2 Coarse aggregate 80-40 mm cum 4.94 635.00 3136.39
Coarse aggregate 40-20 mm cum 4.23 1145.00 4847.47
Coarse aggregate 20-10 mm cum 2.82 1210.00 3415.10
Coarse aggregate 10 mm below cum 2.12 875.00 1852.20
3 Fine aggregate (Un-Screened) cum 5.04 560.00 2822.40
4 Super Plasticizer kg 14.40 95.00 1368.00
5 Use rate of shuttering for 40 uses sqm 28.80 236.81 6820.00
6 Scaffolding @ of shuttering 15% 1023.00
Total cost of Materials Rs: 48418.16

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 600/400 ltr ( diesel ) Hour 8.00 92.70 741.60
Fuel / Energy charges Hour 8.00 162.50 1300.00
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 60 mm dia ( petrol ) Hour 8.00 8.20 65.60
Fuel / Energy charges Hour 8.00 30.80 246.40
Total hire charges of Machinery Rs: 2399.35

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 14.40 310.00 4464.00
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 28.80 79.80 2298.24
Labour cost for scaffolding @ 15% 344.74
Total cost of Labour Rs: 16671.78
labour component/unit qty 1157.80
Add contractor's profit and overhead charges 13.615% 157.60
labour component/unit qty (including contractor's profit) 1315.40

ABSTRACT:
A. Cost of Materials Rs: 48418.16
B. Hire charges of Machinery Rs: 2399.35
C. Cost of Labour Rs: 16671.78
Total Rs: 67489.29
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9188.67

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Total cost for 14.40 cum Rs: 76677.96

Rate per cum (A+B+C+D)/14.40 Rs. 5324.90

IRR-CCDW-2-24 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.76 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.80 6.30 32765.04
Cement for incidentals @ 5 kg / cum kg 78.80 6.30 496.44
2 Coarse aggregate 20-10 mm cum 8.20 1210.00 9916.19
Coarse aggregate 10 mm below cum 4.41 875.00 3861.20
3 Fine aggregate (Un-Screened) cum 7.09 560.00 3971.52
4 Super Plasticizer kg 20.80 95.00 1976.30
5 Use rate of shuttering for 30 uses sqm 39.40 274.37 10810.26
Scaffolding @ of shuttering 250% 27025.64
6 Sundries LS 1.00 20.00 20.00
Total cost of Materials Rs: 90842.59

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 2.00 415.00 830.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 4.00 310.00 1240.00
for conveying concrete Day 15.76 310.00 4885.60
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 39.40 79.80 3144.12
Labour cost for scaffolding @ 250% 7860.30
Total cost of Labour Rs: 26179.82
labour component/unit qty 1661.20
Add contractor's profit and overhead charges 13.615% 226.20
labour component/unit qty (including contractor's profit) 1887.40

ABSTRACT:
A. Cost of Materials Rs: 90842.59
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 26179.82
Total Rs: 118372.16
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 16116.37
Total cost for 15.76 cum Rs: 134488.53
Rate per cum (A+B+C+D)/15.76 Rs. 8533.50

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IRR-CCDW-2-25 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for columns and beams including cost of all materials, labour, machinery,
formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,
finishing, curing etc.,complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.
(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.76 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.80 6.30 32765.04
Cement for incidentals @ 5 kg / cum kg 78.80 6.30 496.44
2 Coarse aggregate 20-10 mm cum 8.20 1210.00 9916.19
Coarse aggregate 10 mm below cum 4.41 875.00 3861.20
3 Fine aggregate (Un-Screened) cum 7.09 560.00 3971.52
4 Super Plasticizer kg 20.80 95.00 1976.30
5 Use rate of shuttering sqm 78.80 225.53 17771.69
Scaffolding @ of shuttering 50% 8885.84
6 Sundries LS 1.00 20.00 20.00
Total cost of Materials Rs: 79664.22

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 3.00 310.00 930.00
for conveying concrete Day 15.76 310.00 4885.60
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 78.80 79.80 6288.24
Labour cost for scaffolding @ 50% 3144.12
Total cost of Labour Rs: 23882.76
labour component/unit qty 1515.40
Add contractor's profit and overhead charges 13.615% 206.30
labour component/unit qty (including contractor's profit) 1721.70

ABSTRACT:
A. Cost of Materials Rs: 79664.22
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 23882.76
Total Rs: 104896.73
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 14281.69
Total cost for 15.76 cum Rs: 119178.42
Rate per cum (A+B+C+D)/15.76 Rs. 7562.10

IRR-CCDW-2-26 Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /

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sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for wearing coat including cost of all materials, machinery, labour, formwork,
cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,
finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m
and all lifts.
Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data
(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.76 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.80 6.30 32765.04
Cement for incidentals @ 5 kg / cum kg 78.80 6.30 496.44
2 Coarse aggregate 20-10 mm cum 8.20 1210.00 9916.19
Coarse aggregate 10 mm below cum 4.41 875.00 3861.20
3 Fine aggregate (Un-Screened) cum 7.09 560.00 3971.52
4 Super Plasticizer kg 20.80 95.00 1976.30
5 Use rate of shuttering sqm 7.88 225.53 1777.17
6 Sundries ( asphalt mortar etc ) LS 5.00 20.00 100.00
Total cost of Materials Rs: 54863.86

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 2.00 415.00 830.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 4.00 310.00 1240.00
for conveying concrete Day 15.76 310.00 4885.60
for cleaning/ washing/ curing Day 2.00 310.00 620.00
7 Labour cost for shuttering sqm 7.88 79.80 628.82
Total cost of Labour Rs: 16114.22
labour component/unit qty 1022.50
Add contractor's profit and overhead charges 13.615% 139.20
labour component/unit qty (including contractor's profit) 1161.70

ABSTRACT:
A. Cost of Materials Rs: 54863.86
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 16114.22
Total Rs: 72327.84
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9847.44
Total cost for 15.76 cum Rs: 82175.28
Rate per cum (A+B+C+D)/15.76 Rs. 5214.20

IRR-CCDW-2-27 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than
20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded
aggregates for troughs including cost of all materials, machinery, labour, formwork,
scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing
etc., complete with initial lead upto 50 m and all lifts.

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Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data
(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 15.76 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 5200.80 6.30 32765.04
Cement for incidentals @ 5 kg / cum kg 78.80 6.30 496.44
2 Coarse aggregate 20-10 mm cum 8.20 1210.00 9916.19
Coarse aggregate 10 mm below cum 4.41 875.00 3861.20
3 Fine aggregate (Un-Screened) cum 7.09 560.00 3971.52
4 Super Plasticizer kg 20.80 95.00 1976.30
5 Use rate of shuttering for 40 uses sqm 70.92 225.53 15994.52
Scaffolding @ of shuttering 25% 3998.63
6 Sundries LS 0.50 20.00 10.00
Total cost of Materials Rs: 72989.84

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Needle vibrator 40 mm dia ( diesel ) Hour 8.00 7.60 60.80
Fuel / Energy charges Hour 8.00 20.60 164.80
Total hire charges of Machinery Rs: 1349.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Needle vibrator Hour 8.00 146.90 1175.20
4 Mason Class-I Day 1.00 415.00 415.00
5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying Day 5.00 310.00 1550.00
for conveying concrete Day 15.76 310.00 4885.60
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering sqm 70.92 79.80 5659.42
Labour cost for scaffolding @ 25% 1414.85
Total cost of Labour Rs: 22144.67
labour component/unit qty 1405.10
Add contractor's profit and overhead charges 13.615% 191.30
labour component/unit qty (including contractor's profit) 1596.40

ABSTRACT:
A. Cost of Materials Rs: 72989.84
B. Hire charges of Machinery Rs: 1349.75
C. Cost of Labour Rs: 22144.67
Total Rs: 96484.26
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 13136.33
Total cost for 15.76 cum Rs: 109620.59
Rate per cum (A+B+C+D)/15.76 Rs. 6955.60

IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :

IRR-CCDW-3-1 Sinking RCC wells vertically for foundation of piers and abutments in all kinds of soil,
DATA: Unit = Running meter
Taking output = 1m
diameter of well = 6.00m
(i) Depth below bed level upto 3.0m
Rate of sinking = 0.50 m /hour
a) Labour

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

0.12 Mate (Mason Cl- ll ) 370.00 day 44.40

1.00 Sinker ( skilled) 415.00 day 415.00
2.00 Sinking helper ( Semi skilled) 310.00 day 620.00
sub total (a) 1079.40
b) Machinery
2.00 Hire & running charges of crane with grab 519.70 hour 1039.40
bucket of 0.75 cum capacity and accessories.
Fuel Charges 307.20 hour 614.40
Crew Charges 165.80 hour 331.60
Consumables in sinking @ 10% of machinery charges 198.54
sub total (b) 2183.94
sub total (a+b) 3263.34
c) Add for Contractor's profit and overhead
charges on (A+B) 13.615% 444.30

Rate per metre = (a+b+c)/1.0 3707.64

or say ( Rate upto 3.0m for 6.0 m well sinking ) 3707.60
labour component/unit qty 1411.00
Contractor's profit and overhead charges 13.615% 192.10
labour component/unit qty(including contractor's profit) 1603.10

(ii) Beyond 3m and upto 10m depth

Rate of sinking = 0.33 m per hour.
a) Labour
0.15 Mate (Mason Cl- ll ) 370.00 day 55.50
1.25 Sinker ( skilled) 415.00 day 518.75
2.50 Sinking helper ( Semi skilled) 310.00 day 775.00
sub total (a) 1349.25
b) Machinery
3.00 Hire & running charges of crane with grab 519.70 hour 1559.10
bucket of 0.75 cum capacity and accessories.
Fuel Charges 307.20 hour 921.60
Crew Charges 165.80 hour 497.40
Consumables in sinking @ 10% of machinery charges 297.81
sub total (b) 3275.91
sub total (a+b) 4625.16
c) Add for Contractor's profit and overhead
charges on (A+B) 13.615% 629.72

Rate per metre = (a+b+c) 5254.88

or say ( Rate for 3.0m to 10m well sinking ) 5254.90

labour component/unit qty 1846.70

Contractor's profit and overhead charges 13.615% 251.40
labour component/unit qty(including contractor's profit) 2098.10

IRR-CCDW-3-2 Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering,
ramming as directed including cost of all materials, machinery, labour etc., complete with
initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 15.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand for filling cum 15.75 560.00 8820.00
0.00 0.00
Total cost of Materials Rs: 8820.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

1 work inspector Day 0.25 400.00 100.00

2 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1340.00
labour component/unit qty 89.30
Add contractor's profit and overhead charges 13.615% 12.20
labour component/unit qty (including contractor's profit) 101.50

ABSTRACT:
A. Cost of Materials Rs: 8820.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1340.00
Total Rs: 10160.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1383.28
Total cost for 15.00 cum Rs: 11543.28
Rate per cum (A+B+C+D)/15.0 Rs. 769.60

IRR-CCDW-4 MASONRY WORKS :

IRR-CCDW-4-1 Providing and constructing un-coursed rubble stone masonry with approved stones in
CM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including
cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging
stone chips, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,
Stone Chips : 0.15 cum)

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 1430.00 6.30 9009.00
2 Rubble stones cum 8.50 330.00 2805.00
3 Stone chips cum 1.50 360.00 540.00
4 Sand (Screened) cum 4.00 760.00 3040.00
Total cost of Materials Rs: 15394.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
Total hire charges of Machinery Rs: 755.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Water tanker Hour 1.00 165.80 165.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 work inspector Day 1.00 400.00 400.00
4 Mason Class-I Day 1.00 415.00 415.00
5 Mason Class-II Day 2.00 370.00 740.00
6 mazdoor
for conveying rubble stones Day 4.00 310.00 1240.00
for preparing mortar Day 2.00 310.00 620.00
for loading mortar pans Day 1.00 310.00 310.00
for laying & packing mortar Day 3.00 310.00 930.00
for washing rubble / finishing / curing Day 1.00 310.00 310.00
for conveying mortar / chips Day 4.00 310.00 1240.00
Total cost of Labour Rs: 6422.60
labour component/unit qty 642.30
Add contractor's profit and overhead charges 13.615% 87.40
labour component/unit qty (including contractor's profit) 729.70

ABSTRACT:
A. Cost of Materials Rs: 15394.00
B. Hire charges of Machinery Rs: 755.45
C. Cost of Labour Rs: 6422.60
Total Rs: 22572.05

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3073.18
Total cost for 10.00 cum Rs: 25645.23
Rate per cum (A+B+C+D)/10.0 Rs. 2564.50

IRR-CCDW-4-2 Providing and constructing un-coursed rubble stone masonry with approved stones in
CM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including
cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging
stone chips, curing etc., complete with initial lead upto 50 m and all lifts.
(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,
Stone Chips : 0.15 cum)

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 1430.00 6.30 9009.00
2 Rubble stones cum 8.50 330.00 2805.00
3 Stone chips cum 1.50 360.00 540.00
4 Sand (Screened) cum 4.00 760.00 3040.00
TOTAL Rs: 15394.00
Add for scaffolding @ 2.5% Rs: 384.85
Total cost of Materials Rs: 15778.85

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
Total hire charges of Machinery Rs: 755.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Water tanker Hour 1.00 165.80 165.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 work inspector Day 1.00 400.00 400.00
4 Mason Class-I Day 1.00 415.00 415.00
5 Mason Class-II Day 2.00 370.00 740.00
6 mazdoor
for conveying rubble stones Day 4.00 310.00 1240.00
for preparing mortar Day 2.00 310.00 620.00
for loading mortar pans Day 1.00 310.00 310.00
for laying & packing mortar Day 3.00 310.00 930.00
for washing rubble / finishing / curing Day 1.00 310.00 310.00
for conveying mortar / chips Day 4.00 310.00 1240.00
TOTAL Rs: 6422.60
Add for labour for scaffolding @ 2.5% Rs: 160.57
Total cost of Labour Rs: 6583.17
labour component/unit qty 658.30
Add contractor's profit and overhead charges 13.615% 89.60
labour component/unit qty (including contractor's profit) 747.90

ABSTRACT:
A. Cost of Materials Rs: 15778.85
B. Hire charges of Machinery Rs: 755.45
C. Cost of Labour Rs: 6583.17
Total Rs: 23117.47
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3147.44
Total cost for 10.00 cum Rs: 26264.91
Rate per cum (A+B+C+D)/10.0 Rs. 2626.50

IRR-CCDW-4-3 Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with
stones from approved source including cost of all materials, machinery, labour, scaffolding,
ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with
initial lead upto 50 m and initial lift upto 3m.

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(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,
Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones
25 x 25x 45 cm : 60 Nos)

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 1330.00 6.30 8379.00
2 Header stones 25x25x45 cm Nos 60.00 39.00 2340.00
3 Khandki stones 25x25x30 cm Nos 180.00 16.00 2880.00
4 Rubble stones cum 4.50 330.00 1485.00
5 Stone chips cum 1.50 360.00 540.00
6 Sand (Screened) cum 3.50 760.00 2660.00
TOTAL Rs: 18284.00
Add for scaffolding materials @ 2.5% Rs: 457.10
Total cost of Materials Rs: 18741.10

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
Total hire charges of Machinery Rs: 755.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Water tanker Hour 1.00 165.80 165.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 work inspector Day 1.00 400.00 400.00
4 Stone chiseller Cl -II Day 3.00 370.00 1110.00
5 Mason Class-I Day 1.00 415.00 415.00
6 Mason Class-II Day 2.00 370.00 740.00
7 mazdoor
for conveying stones / rubble Day 4.00 310.00 1240.00
for preparation of mortar Day 3.00 310.00 930.00
for loading mortar pans Day 1.00 310.00 310.00
for laying & packing mortar Day 3.00 310.00 930.00
for washing rubble / finishing / curing Day 1.00 310.00 310.00
for conveying mortar / chips Day 2.00 310.00 620.00
TOTAL Rs: 7222.60
Add for labour for scaffolding @ 2.5% Rs: 180.57
Total cost of Labour Rs: 7403.17
labour component/unit qty 740.30
Add contractor's profit and overhead charges 13.615% 100.80
labour component/unit qty (including contractor's profit) 841.10

ABSTRACT:
A. Cost of Materials Rs: 18741.10
B. Hire charges of Machinery Rs: 755.45
C. Cost of Labour Rs: 7403.17
Total Rs: 26899.72
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3662.4
Total cost for 10.00 cum Rs: 30562.12
Rate per cum (A+B+C+D)/10.0 Rs. 3056.20

IRR-CCDW-4-4 Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with
stones from approved source including cost of all materials, machinery, labour, scaffolding,
ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with
initial lead upto 50 m and initial lift upto 3 m.
(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,
Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones
25 x 25x 45 cm : 60 Nos)

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:

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Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.
1 Cement kg 1330.00 6.30 8379.00
2 Header stones 25x25x45 cm Nos 60.00 39.00 2340.00
3 Khandki stones 25x25x30 cm Nos 180.00 16.00 2880.00
4 Rubble stones cum 4.50 330.00 1485.00
5 Stone chips cum 1.50 360.00 540.00
6 Sand (Screened) cum 3.50 760.00 2660.00
TOTAL Rs: 18284.00
Add for scaffolding materials @ 2.5% Rs: 457.10
Total cost of Materials Rs: 18741.10

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
Total hire charges of Machinery Rs: 755.45

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Water tanker Hour 1.00 165.80 165.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 work inspector Day 1.00 400.00 400.00
4 Stone chiseller Cl -II Day 6.00 370.00 2220.00
5 Mason Class-I Day 1.00 415.00 415.00
6 Mason Class-II Day 2.00 370.00 740.00
7 mazdoor
8 for conveying rubble/ stones Day 4.00 310.00 1240.00
for preparation of mortar Day 3.00 310.00 930.00
for loading mortar pans Day 1.00 310.00 310.00
for laying & packing mortar Day 3.00 310.00 930.00
for washing rubble / finishing / curing Day 1.00 310.00 310.00
for conveying mortar / chips Day 2.00 310.00 620.00
TOTAL Rs: 8332.60
Add for labour for scaffolding @ 2.5% Rs: 208.32
Total cost of Labour Rs: 8540.92
labour component/unit qty 854.10
Add contractor's profit and overhead charges 13.615% 116.30
labour component/unit qty (including contractor's profit) 970.40

ABSTRACT:
A. Cost of Materials Rs: 18741.10
B. Hire charges of Machinery Rs: 755.45
C. Cost of Labour Rs: 8540.92
Total Rs: 28037.47
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3817.3
Total cost for 10.00 cum Rs: 31854.77
Rate per cum (A+B+C+D)/10.0 Rs. 3185.50

IRR-CCDW-4-5 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2
proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement
mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with
initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 456.00 6.30 2872.80
2 Sand (Screened) cum 0.75 760.00 570.00
TOTAL Rs: 3442.80
Add for scaffolding / ramps etc @ 2.5% Rs: 86.07
Total cost of Materials Rs: 3528.87

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B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- I Day 10.00 415.00 4150.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs: 7650.00
labour component/unit qty 76.50
Add contractor's profit and overhead charges 13.615% 10.40
labour component/unit qty (including contractor's profit) 86.90

ABSTRACT:
A. Cost of Materials Rs: 3528.87
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7650.00
Total Rs: 11178.87
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1522
Total cost for 100.00 sqm Rs: 12700.87
Rate per sqm (A+B+C+D)/100.0 Rs. 127.00

IRR-CCDW-4-6 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3
proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement
mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with
initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 322.00 6.30 2028.60
2 Sand (Screened) cum 0.75 760.00 570.00
TOTAL Rs: 2598.60
Add for scaffolding / ramps etc @ 2.5% Rs: 64.97
Total cost of Materials Rs: 2663.57

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- I Day 10.00 415.00 4150.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 10.00 310.00 3100.00
Total cost of Labour Rs: 7650.00
labour component/unit qty 76.50
Add contractor's profit and overhead charges 13.615% 10.40
labour component/unit qty (including contractor's profit) 86.90

ABSTRACT:
A. Cost of Materials Rs: 2663.57
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 7650.00
Total Rs: 10313.57
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1404.19
Total cost for 100.00 sqm Rs: 11717.76
Rate per sqm (A+B+C+D)/100.0 Rs. 117.20

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IRR-CCDW-4-7 Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost
of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 629.00 6.30 3962.70
2 Sand (Screened) cum 1.32 760.00 1003.20
TOTAL Rs: 4965.90
Add for scaffolding / ramps etc @ 2.5% Rs: 124.15
Total cost of Materials Rs: 5090.05

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- I Day 10.00 415.00 4150.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 20.00 310.00 6200.00
Total cost of Labour Rs: 10750.00
labour component/unit qty 107.50
Add contractor's profit and overhead charges 13.615% 14.60
labour component/unit qty (including contractor's profit) 122.10

ABSTRACT:
A. Cost of Materials Rs: 5090.05
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 10750.00
Total Rs: 15840.05
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2156.62
Total cost for 100.00 sqm Rs: 17996.67
Rate per sqm (A+B+C+D)/100.0 Rs. 180.00

IRR-CCDW-4-8 Providing 12 mm thick plastering in cement mortar 1:4 proportion by volume including cost
of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 472.00 6.30 2973.60
2 Sand (Screened) cum 1.32 760.00 1003.20
TOTAL Rs: 3976.80
Add for scaffolding / ramps etc @ 2.5% Rs: 99.42
Total cost of Materials Rs: 4076.22

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

1 Mason Cl- I Day 10.00 415.00 4150.00

2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 20.00 310.00 6200.00
Total cost of Labour Rs: 10750.00
labour component/unit qty 107.50
Add contractor's profit and overhead charges 13.615% 14.60
labour component/unit qty (including contractor's profit) 122.10

ABSTRACT:
A. Cost of Materials Rs: 4076.22
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 10750.00
Total Rs: 14826.22
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2018.59
Total cost for 100.00 sqm Rs: 16844.81
Rate per sqm (A+B+C+D)/100.0 Rs. 168.40

IRR-CCDW-4-9 Providing 20 mm thick plastering in cement mortar 1:3 proportion by volume including cost
of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 1050.00 6.30 6615.00
2 Sand (Screened) cum 2.20 760.00 1672.00
TOTAL Rs: 8287.00
Add for scaffolding / ramps etc @ 2.5% Rs: 207.18
Total cost of Materials Rs: 8494.18

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- I Day 15.00 415.00 6225.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 25.00 310.00 7750.00
Total cost of Labour Rs: 14375.00
labour component/unit qty 143.80
Add contractor's profit and overhead charges 13.615% 19.60
labour component/unit qty (including contractor's profit) 163.40

ABSTRACT:
A. Cost of Materials Rs: 8494.18
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 14375.00
Total Rs: 22869.18
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 3113.64
Total cost for 100.00 sqm Rs: 25982.82
Rate per sqm (A+B+C+D)/100.0 Rs. 259.80

IRR-CCDW-4-10 Providing 20 mm thick plastering in cement mortar 1:4 proportion by volume including cost
of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,
complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

1 Cement kg 788.00 6.30 4964.40

2 Sand (Screened) cum 2.20 760.00 1672.00
TOTAL Rs: 6636.40
Add for scaffolding / ramps etc @ 2.5% Rs: 165.91
Total cost of Materials Rs: 6802.31

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- I Day 15.00 415.00 6225.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 25.00 310.00 7750.00
Total cost of Labour Rs: 14375.00
labour component/unit qty 143.80
Add contractor's profit and overhead charges 13.615% 19.60
labour component/unit qty (including contractor's profit) 163.40

ABSTRACT:
A. Cost of Materials Rs: 6802.31
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 14375.00
Total Rs: 21177.31
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2883.29
Total cost for 100.00 sqm Rs: 24060.6
Rate per sqm (A+B+C+D)/100.0 Rs. 240.60

IRR-CCDW-5 COPING & RAILING WORKS :

IRR-CCDW-5-1 Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set in
CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including
cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm,
Burnt stone slab 10 cm thick 1.05 sqm/ sqm)

DATA: RATE ANALYSIS UNIT : 10.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 75.00 6.30 472.50
2 Sand (Screened) cum 0.30 760.00 228.00
3 Burnt stone slab 10 cm thick sqm 10.50 310.00 3255.00
Total cost of Materials Rs: 3955.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 1.00 370.00 370.00
2 Stone chiseller Cl- II Day 1.00 370.00 370.00
3 work inspector Day 0.50 400.00 200.00
4 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1560.00
labour component/unit qty 156.00
Add contractor's profit and overhead charges 13.615% 21.20
labour component/unit qty (including contractor's profit) 177.20

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

ABSTRACT:
A. Cost of Materials Rs: 3955.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1560.00
Total Rs: 5515.50
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 750.94
Total cost for 10.00 sqm Rs: 6266.44
Rate per sqm (A+B+C+D)/10.0 Rs. 626.60

IRR-CCDW-5-2 Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set in
CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including
cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm
thick 1.05 sqm/ sqm)

DATA: RATE ANALYSIS UNIT : 10.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 75.00 6.30 472.50
2 Sand (Screened) cum 0.30 760.00 228.00
3 Burnt stone slab 10 cm thick sqm 10.50 310.00 3255.00
Total cost of Materials Rs: 3955.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 1.00 370.00 370.00
2 Stone chiseller Cl- I Day 4.00 415.00 1660.00
3 work inspector Day 0.50 400.00 200.00
4 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 2850.00
labour component/unit qty 285.00
Add contractor's profit and overhead charges 13.615% 38.80
labour component/unit qty (including contractor's profit) 323.80

ABSTRACT:
A. Cost of Materials Rs: 3955.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2850.00
Total Rs: 6805.50
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 926.57
Total cost for 10.00 sqm Rs: 7732.07
Rate per sqm (A+B+C+D)/10.0 Rs. 773.20

IRR-CCDW-5-3 Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set in
CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including
cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm
thick 1.05 sqm/ sqm)

DATA: RATE ANALYSIS UNIT : 10.00 sqm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 75.00 6.30 472.50
2 Sand (Screened) cum 0.30 760.00 228.00
3 Burnt stone slab 10 cm thick sqm 10.50 310.00 3255.00
Total cost of Materials Rs: 3955.50

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nil 0.00 0.00 0.00
( Manual mixing) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 1.00 370.00 370.00
2 Stone chiseller Cl-I Day 8.00 415.00 3320.00
3 work inspector Day 0.50 400.00 200.00
4 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 4510.00
labour component/unit qty 451.00
Add contractor's profit and overhead charges 13.615% 61.40
labour component/unit qty (including contractor's profit) 512.40

ABSTRACT:
A. Cost of Materials Rs: 3955.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4510.00
Total Rs: 8465.50
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1152.58
Total cost for 10.00 sqm Rs: 9618.08
Rate per sqm (A+B+C+D)/10.0 Rs. 961.80

IRR-CCDW-5-4 Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N /
sqmm ) grade cement concrete using 20 mm down size approved clean, hard, graded
aggregates for coping slab including cost of all materials, machinery, labour, formwork,
cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curing
etc., complete with initial lead upto 50 m and initial lift upto 3 m.
(Cement content: 300 kg / cum with use of super plasticiser(0.4% by wt. of cement),
CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS UNIT : 14.67 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement for mix kg 4401.00 6.30 27726.30
Cement for incidentals @ 5 kg / cum kg 73.35 6.30 462.11
2 Coarse aggregate 20-10 mm cum 7.63 1210.00 9230.36
Coarse aggregate 10 mm below cum 4.11 875.00 3594.15
3 Fine aggregate (Un-Screened) cum 6.60 560.00 3696.84
4 Super Plasticizer kg 17.60 95.00 1672.38
5 Use rate of shuttering sqm 80.69 225.53 18196.81
6 Sundries sqm 1.00 20.00 20.00
Total cost of Materials Rs: 64598.95

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00
Fuel / Energy charges Hour 8.00 81.30 650.40
2 5 hp pump ( diesel ) Hour 0.50 10.20 5.10
Fuel / Energy charges Hour 0.50 81.30 40.65
3 Water tanker 8000 ltr Hour 1.00 402.50 402.50
Fuel / Energy charges Hour 1.00 307.20 307.20
Total hire charges of Machinery Rs: 1833.85

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Concrete mixer Hour 8.00 204.10 1632.80
2 Crew for Pump Hour 0.50 103.60 51.80
3 Crew for Water tanker Hour 1.00 165.80 165.80

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4 Mason Class-I Day 1.00 415.00 415.00

5 work inspector Day 1.00 400.00 400.00
6 mazdoor
for batching materials Day 11.00 310.00 3410.00
for loading mortar pans Day 4.00 310.00 1240.00
for laying and tamping Day 3.00 310.00 930.00
for conveying concrete Day 14.67 310.00 4547.70
for cleaning/ washing/ curing Day 1.00 310.00 310.00
7 Labour cost for shuttering/scaffolding sqm 80.69 79.80 6438.66
Total cost of Labour Rs: 19541.76
labour component/unit qty 1332.10
Add contractor's profit and overhead charges 13.615% 181.40
labour component/unit qty (including contractor's profit) 1513.50

ABSTRACT:
A. Cost of Materials Rs: 64598.95
B. Hire charges of Machinery Rs: 1833.85
C. Cost of Labour Rs: 19541.76
Total Rs: 85974.56
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 11705.44
Total cost for 14.67 cum Rs: 97680.00
Rate per cum (A+B+C+D)/14.67 Rs. 6658.50

IRR-CCDW-5-5 Providing and constructing protective railing consisting of in-situ railing posts of size 15 x
15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 grade
concrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.
of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mm
dia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primer
and two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,
finishing, curing etc., complete with lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10.00 Rm

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 30.00 6.30 189.00
2 20-10 mm coarse aggregate cum 0.04 1210.00 48.40
3 10-4.75 mm coarse aggregate cum 0.02 875.00 17.50
4 Fine aggregate (Un-Screened) cum 0.04 560.00 22.40
5 Reinforcement steel kg 16.39 40.00 655.60
6 40 mm dia GI pipes B class Rm 30.00 290.00 8700.00
7 Use rate of shuttering sqm 3.00 225.53 676.59
8 Sundries ( paints/ binding wire etc ) LS 4.00 20.00 80.00
Total cost of Materials Rs: 10389.49

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Class I Day 0.50 415.00 207.50
2 Bar bender Day 0.50 490.00 245.00
3 work inspector Day 0.50 400.00 200.00
4 mazdoor Day 1.50 310.00 465.00
5 Painter Cl- II Day 0.50 370.00 185.00
6 Fitter shuttering Day 0.50 370.00 185.00
Total cost of Labour Rs: 1487.50
labour component/unit qty 148.80
Add contractor's profit and overhead charges 13.615% 20.30
labour component/unit qty (including contractor's profit) 169.10

ABSTRACT:
A. Cost of Materials Rs: 10389.49

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B. Hire charges of Machinery Rs: 0.00

C. Cost of Labour Rs: 1487.50
Total Rs: 11876.99
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1617.05
Total cost for 10.00 Rm Rs: 13494.04
Rate per Rm (A+B+C+D)/10.0 Rs. 1349.40

IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :

IRR-CCDW-6-1 Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 99.00 6.30 623.70
2 Sand (Screened) cum 0.10 760.00 76.00
3 Hemp yarn kg 0.91 72.00 65.52
Total cost of Materials Rs: 765.22

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 2.00 370.00 740.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 2070.00
labour component/unit qty 207.00
Add contractor's profit and overhead charges 13.615% 28.20
labour component/unit qty (including contractor's profit) 235.20

ABSTRACT:
A. Cost of Materials Rs: 765.22
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2070.00
Total Rs: 2835.22
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 386.02
Total cost for 10.00 Joints Rs: 3221.24
Rate per joint (A+B+C+D)/10.0 Rs. 322.10

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-2 Laying and jointing 450 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 174.00 6.30 1096.20
2 Sand (Screened) cum 0.22 760.00 167.20

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3 Hemp yarn kg 1.27 72.00 91.44

Total cost of Materials Rs: 1354.84

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 2.00 370.00 740.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 2070.00
labour component/unit qty 207.00
Add contractor's profit and overhead charges 13.615% 28.20
labour component/unit qty (including contractor's profit) 235.20

ABSTRACT:
A. Cost of Materials Rs: 1354.84
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2070.00
Total Rs: 3424.84
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 466.29
Total cost for 10.00 Joints Rs: 3891.13
Rate per joint (A+B+C+D)/10.0 Rs. 389.10

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-3 Laying and jointing 600 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 248.00 6.30 1562.40
2 Sand (Screened) cum 0.25 760.00 190.00
3 Hemp yarn kg 2.20 72.00 158.40
Total cost of Materials Rs: 1910.80

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 2.50 370.00 925.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 2565.00
labour component/unit qty 256.50
Add contractor's profit and overhead charges 13.615% 34.90
labour component/unit qty (including contractor's profit) 291.40

ABSTRACT:
A. Cost of Materials Rs: 1910.80
B. Hire charges of Machinery Rs: 0.00

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C. Cost of Labour Rs: 2565.00

Total Rs: 4475.80
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 609.38
Total cost for 10.00 Joints Rs: 5085.18
Rate per joint (A+B+C+D)/10.0 Rs. 508.50

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-4 Laying and jointing 700 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 32.1 kg / joint, FA : 0.031cum/joint, Hemp Yarn : 0.25kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 321.00 6.30 2022.30
2 Sand (Screened) cum 0.31 760.00 235.60
3 Hemp yarn kg 2.50 72.00 180.00
Total cost of Materials Rs: 2437.90

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 2.50 370.00 925.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 2565.00
labour component/unit qty 256.50
Add contractor's profit and overhead charges 13.615% 34.90
labour component/unit qty (including contractor's profit) 291.40

ABSTRACT:
A. Cost of Materials Rs: 2437.90
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2565.00
Total Rs: 5002.90
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 681.14
Total cost for 10.00 Joints Rs: 5684.04
Rate per joint (A+B+C+D)/10.0 Rs. 568.40

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-5 Laying and jointing 800 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 39.6 kg / joint, FA : 0.039cum/joint, Hemp Yarn : 0.31kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 396.00 6.30 2494.80
2 Sand (Screened) cum 0.39 760.00 296.40
3 Hemp yarn kg 3.10 72.00 223.20

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Total cost of Materials Rs: 3014.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 3.00 370.00 1110.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 3060.00
labour component/unit qty 306.00
Add contractor's profit and overhead charges 13.615% 41.70
labour component/unit qty (including contractor's profit) 347.70

ABSTRACT:
A. Cost of Materials Rs: 3014.40
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 3060.00
Total Rs: 6074.40
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 827.03
Total cost for 10.00 Joints Rs: 6901.43
Rate per joint (A+B+C+D)/10.0 Rs. 690.10

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-6 Laying and jointing 900 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 446.00 6.30 2809.80
2 Sand (Screened) cum 0.45 760.00 342.00
3 Hemp yarn kg 3.40 72.00 244.80
Total cost of Materials Rs: 3396.60

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 3.00 370.00 1110.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 3060.00
labour component/unit qty 306.00
Add contractor's profit and overhead charges 13.615% 41.70
labour component/unit qty (including contractor's profit) 347.70

ABSTRACT:
A. Cost of Materials Rs: 3396.60
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 3060.00

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Total Rs: 6456.60

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 879.07
Total cost for 10.00 Joints Rs: 7335.67
Rate per joint (A+B+C+D)/10.0 Rs. 733.60

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-7 Laying and jointing 1000 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 495.00 6.30 3118.50
2 Sand (Screened) cum 0.50 760.00 380.00
3 Hemp yarn kg 3.77 72.00 271.44
Total cost of Materials Rs: 3769.94

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 3.00 370.00 1110.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 3370.00
labour component/unit qty 337.00
Add contractor's profit and overhead charges 13.615% 45.90
labour component/unit qty (including contractor's profit) 382.90

ABSTRACT:
A. Cost of Materials Rs: 3769.94
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 3370.00
Total Rs: 7139.94
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 972.1
Total cost for 10.00 Joints Rs: 8112.04
Rate per joint (A+B+C+D)/10.0 Rs. 811.20

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-8 Laying and jointing 1100 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 569.00 6.30 3584.70
2 Sand (Screened) cum 0.58 760.00 440.80
3 Hemp yarn kg 4.15 72.00 298.80
Total cost of Materials Rs: 4324.30

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 3.00 370.00 1110.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 3370.00
labour component/unit qty 337.00
Add contractor's profit and overhead charges 13.615% 45.90
labour component/unit qty (including contractor's profit) 382.90

ABSTRACT:
A. Cost of Materials Rs: 4324.30
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 3370.00
Total Rs: 7694.30
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1047.58
Total cost for 10.00 Joints Rs: 8741.88
Rate per joint (A+B+C+D)/10.0 Rs. 874.20

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-6-9 Laying and jointing 1200 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2
proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,
labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto
50 m and all lifts.
(Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 Joints

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement kg 668.00 6.30 4208.40
2 Sand (Screened) cum 0.69 760.00 524.40
3 Hemp yarn kg 4.53 72.00 326.16
Total cost of Materials Rs: 5058.96

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 4.00 370.00 1480.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 7.00 310.00 2170.00
Total cost of Labour Rs: 4050.00
labour component/unit qty 405.00
Add contractor's profit and overhead charges 13.615% 55.10
labour component/unit qty (including contractor's profit) 460.10

ABSTRACT:
A. Cost of Materials Rs: 5058.96
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4050.00
Total Rs: 9108.96

279
 Canal Cross Drainage Works - Item Unit Rates 2014-15

D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1240.18
Total cost for 10.00 Joints Rs: 10349.14
Rate per joint (A+B+C+D)/10.0 Rs. 1034.90

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class
(2) For NP4 Class - 20% extra over the rates of NP2 Class

IRR-CCDW-7 BACK FILLING & OTHER WORKS :

IRR-CCDW-7-1 Providing rubble / boulder and sand filling behind abutment and return walls in layers
including cost of all materials, machinery, labour, watering, ramming etc., complete with initial
lead upto 50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble / Boulder cum 10.00 330.00 3300.00
2 Sand for filling cum 4.00 560.00 2240.00
Total cost of Materials Rs: 5540.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 Mason Cl II Day 1.00 370.00 370.00
3 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1810.00
labour component/unit qty 181.00
Add contractor's profit and overhead charges 13.615% 24.60
labour component/unit qty (including contractor's profit) 205.60

ABSTRACT:
A. Cost of Materials Rs: 5540.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1810.00
Total Rs: 7350.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1000.7
Total cost for 10.00 cum Rs: 8350.7
Rate per cum (A+B+C+D)/10.0 Rs. 835.10

IRR-CCDW-7-2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes
including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earth
masters to achieve density control of not less than 95 percent etc., complete with lead
upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Murum cum 12.00 115.00 1380.00
0.00 0.00 0.00
Total cost of Materials Rs: 1380.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Nill 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

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C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Cartman with double bullock cart Day 0.50 425.00 212.50
2 work inspector Day 0.50 400.00 200.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 2272.50
labour component/unit qty 227.30
Add contractor's profit and overhead charges 13.615% 30.90
labour component/unit qty (including contractor's profit) 258.20

ABSTRACT:
A. Cost of Materials Rs: 1380.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2272.50
Total Rs: 3652.50
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 497.29
Total cost for 10.00 cum Rs: 4149.79
Rate per cum (A+B+C+D)/10.0 Rs. 415.00

IRR-CCDW-7-3 Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipes
including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power
roller to achieve density control of not less than 98 percent etc., complete with lead upto
50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Murum cum 12.00 115.00 1380.00
0.00 0.00 0.00
Total cost of Materials Rs: 1380.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Diesel road roller 8-10 tonne Hour 0.17 197.20 33.65
Fuel / Energy charges Hour 0.17 731.40 124.81
Total hire charges of Machinery Rs: 158.46

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Operator road roller Hour 0.17 195.90 33.43
2 Cartman with double bullock cart Day 0.50 425.00 212.50
3 work inspector Day 0.50 400.00 200.00
4 mazdoor Day 1.50 310.00 465.00
Total cost of Labour Rs: 910.93
labour component/unit qty 91.10
Add contractor's profit and overhead charges 13.615% 12.40
labour component/unit qty (including contractor's profit) 103.50

ABSTRACT:
A. Cost of Materials Rs: 1380.00
B. Hire charges of Machinery Rs: 158.46
C. Cost of Labour Rs: 910.93
Total Rs: 2449.39
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 333.49
Total cost for 10.00 cum Rs: 2782.88
Rate per cum (A+B+C+D)/10.0 Rs. 278.30

IRR-CCDW-7-4 Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in
cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of
size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic
enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost
of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

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DATA: RATE ANALYSIS UNIT : 4 Nos.

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 One line dressed Km stone No. 4.00 470.00 1880.00
2 40-20 mm coarse aggregate cum 0.20 1145.00 229.00
3 20-10 mm coarse aggregate cum 0.15 1210.00 181.50
4 10-4.75 mm coarse aggregate cum 0.10 875.00 87.50
5 Sand (Un-Screened) cum 0.20 560.00 112.00
6 Cement kg 100.00 6.30 630.00
7 Synthetic enamel paint I st quality ltr 1.00 240.00 240.00
8 Sundries ( brush / oil etc ) LS 4.00 20.00 80.00
Total cost of Materials Rs: 3440.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Mason Cl- II Day 1.00 370.00 370.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 1.00 310.00 310.00
4 Painter Cl- I Day 1.00 480.00 480.00
Total cost of Labour Rs: 1560.00
labour component/unit qty 390.00
Add contractor's profit and overhead charges 13.615% 53.10
labour component/unit qty (including contractor's profit) 443.10

ABSTRACT:
A. Cost of Materials Rs: 3440.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1560.00
Total Rs: 5000.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 680.75
Total cost for 4.00 Nos. Rs: 5680.75
Rate per No. (A+B+C+D)/4.0 Rs. 1420.20

IRR-CCDW-7-5 Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in
cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of
size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic
enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost
of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 4 Nos.

A. MATERIALS:
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 One line dressed hectometre stone No. 4.00 260.00 1040.00
2 40-20 mm coarse aggregate cum 0.20 1145.00 229.00
3 20-10 mm coarse aggregate cum 0.15 1210.00 181.50
4 10-4.75 mm coarse aggregate cum 0.10 875.00 87.50
5 Sand (Un-Screened) cum 0.20 560.00 112.00
6 Cement kg 100.00 6.30 630.00
7 Synthetic enamel paint I st quality ltr 0.40 240.00 96.00
8 Sundries ( brush / oil etc ) LS 1.00 20.00 20.00
Total cost of Materials Rs: 2396.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
( Manual mixing ) 0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00
C. LABOUR:

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 Canal Cross Drainage Works - Item Unit Rates 2014-15

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.
1 Mason Cl- II Day 1.00 370.00 370.00
2 work inspector Day 1.00 400.00 400.00
3 mazdoor Day 1.00 310.00 310.00
4 Painter Cl- I Day 0.50 480.00 240.00
Total cost of Labour Rs: 1320.00
labour component/unit qty 330.00
Add contractor's profit and overhead charges 13.615% 44.90
labour component/unit qty (including contractor's profit) 374.90
ABSTRACT:
A. Cost of Materials Rs: 2396.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1320.00
Total Rs: 3716.00
D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 505.93
Total cost for 4.00 Nos. Rs: 4221.93
Rate per No. (A+B+C+D)/4.0 Rs. 1055.50

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 Gates and Allied Works - Item Unit Rates 2014-15
CHAPTER-V
HYDRAULIC GATES AND ALLIED EQUIPMENT - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR : 2015-16

IRR-GAW GATE HOIST AND ALLIED WORKS - DATA RATES

1 All materials / bought out components for embedded parts, gates, hoists and allied works
shall conform to relevant Indian standards / technical specifications and approved drawings.

2 The basic rates are EXCLUSIVEof preparation of designs / drawings / material schedules etc.,
as per specifications and other technical data including revisions.
If designs &drawings are to be done by private agency 2% of estimated cost be added

3 The basic rates are inclusive of cost of all materials, machinery, labour, fabrication, erection,
commissioning and testing of gates, hoists and other related components as per technical
specifications.

4 The basic rates are inclusive of finishing, wastage of materials , incidental works, temperary
supports, all enabling works, profit, overheads, small tools / plants, hidden cost
on labour etc.

5 The basic rates are inclusive of taxes, duties (excise ), levies and all other incidental charges including
turn over tax/sales tax on works contract. Separate provision shall be made in the estimate towards such
tax on works contract at the rate prevailing at the time of preparation of estimate.

6 The basic rates are inclusive of all leads and lifts including rehandling.

7 no provision is made for stitch welding and it is part of welding work

8 The basic rates are inclusive of preparatory works such as rectification of damages, repairing
shop painting, cleaning, positioning and anchoring first stage embedments,

9 The basic rates are not inclusive of painting with or without sand blasting,and are to be added to the rate as
perschedule rates formulated in the same chapter as per applicability and specifications

10 The basic rates are exclusive of cost of river diversion arrangements, dewatering, desilting ,secondary concreting
of EM parts etc., which form part of civil works.

11 DESIGNS AND DRAWING CHARGES AT 2% BE ADDED EXTRA TO THE ESTIMATES, IF CONTRACTOR'S

SCOPE OF WORK INVOLVES DESIGNS COMPONENT ALSO

12 Add AREA ALLOWANCES AS APPLICABLE ON LABOUR COMPONENT ONLY ( SHOWN UNDER EACH ITEM)

13 Add contractors profit and overheads at 14% to all items

14 Painting Charges added extra to the data items as per applicability wherver necessary

15 HOIST EQUIPMENT1.-where sand blasting is not possible, hand and power tool cleaning be
adopted - Guidance may be taken from Mechanical workshop in this regard
2. Machined surfaces should not be painted
3. for maintenance unless sand blasting is essential hand and power tool cleaning be adopted
16 Painting of Hoast Gates is to be done as per IS 14177:1994

DATA and RATES ---GATE / HOIST AND ALLIED WORKS - `

(STORED WITH E-N-C &TO INCORPORATE CHANGES YEARLY/AS NEEDED)

GAW - Work Items
Index- code
IRR-GAW TYPES OF GATES:

IRR-GAW-1 A. SPILLWAY RADIAL GATES

IRR-GAW-1-1 E.M Parts and anchorages
fabrication, supply, erection, testing and commissioning of Embedded parts for radial gate
consists of sill beam, wall plates, anchor girders , yoke girders, tie flats, trunnion supports etc., including
cost of all materials, machinery, labour, welding, finishing, with leads and lifts &all accessories
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra

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 Gates and Allied Works - Item Unit Rates 2014-15
as perscedule of rates under itemsinthis chapter and add as applicable separately)

Drawing no. MD/CDO/VRSP/90-92/85-86 (Vengalaraya Sagar - Gomukhi Project)

Vent Size: 12.00 X 6.6 Mtrs

DATA: RATE ANALYSIS UNIT : 15.300 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Str steel angle / beam / channel / bars kg 3467.00 40.00 138680.00
2 Structural steel plate / flats kg 11261.00 40.00 450440.00
3 Stainless steel plate / flats kg 515.00 275.00 141625.00
4 MS bolts and nuts kg 48.00 90.00 4320.00
5 Oxygen gas cum 158.00 45.00 7110.00
6 Acetyline gas cum 53.00 330.00 17490.00
7 Welding electrodes Nos 11520.00 11.00 126720.00
8 Welding electrodes ( LH ) Nos 2880.00 18.00 51840.00
9 Welding electrodes ( stainless steel ) Nos 1160.00 27.00 31320.00
10 Use rate welding holder set Hour 1945.00 7.65 14879.25
11 Use rate gas cutting torch set Hour 158.00 2.08 329.17
12 Sundries LS 100.00 20.00 2000.00
Total cost of Materials Rs: 986753.42

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 1945.00 16.00 31120.00
Fuel / Energy charges Hour 1945.00 92.40 179718.00
Tower crane/heavy duty tyre
2 mounted crane Hour 16.00 867.10 13873.60
Fuel / Energy charges Hour 16.00 200.20 3203.20
3 Plate shearing machine Hour 16.00 41.90 670.40
Fuel / Energy charges Hour 16.00 154.00 2464.00
4 Pug cutting machine Hour 76.00 6.40 486.40
Fuel / Energy charges Hour 76.00 3.80 288.80
5 Mobile crane 16 Tonnes Hour 22.00 2278.10 50118.20
Fuel / Energy charges Hour 22.00 75.00 1650.00
6 Stationery derric crane Hour 64.00 86.10 5510.40
Fuel / Energy charges Hour 64.00 0.00 0.00
7 Grinding machine Hour 30.00 22.50 675.00
Fuel / Energy charges Hour 30.00 38.50 1155.00
8 Drilling machines Hour 30.00 22.50 675.00
Fuel / Energy charges Hour 30.00 38.50 1155.00
9 Planing machine Hour 100.00 117.80 11780.00
Fuel / Energy charges Hour 100.00 115.50 11550.00
10 Bending Machine Hour 30.00 42.60 1278.00
Fuel / Energy charges Hour 30.00 115.50 3465.00
11 Sundries LS 100.00 20.00 2000.00
Total hire charges of Machinery Rs: 322836.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Tower crane Hour 16.00 176.80 2828.80
2 Crew for Mobile crane 16 T Hour 22.00 489.20 10762.40
3 Crew for Shearing machine Hour 16.00 132.60 2121.60
4 Crew for Planing machine Hour 100.00 195.90 19590.00
5 Crew for Drilling machine Hour 30.00 187.20 5616.00
6 Crew for Grinding machine Hour 30.00 187.20 5616.00
7 Crew for Bending machine 30.00 122.50 3675.00
8 Foreman Day 15.00 480.00 7200.00
9 Marker / Fabricator / Erector Day 75.00 480.00 36000.00
10 Gas cutter Day 20.00 415.00 8300.00
11 Welder ( General ) Day 212.00 415.00 87980.00
12 Welder ( X - ray ) Day 48.00 480.00 23040.00
13 Khalasi Day 345.00 415.00 143175.00
14 Helper fabrication / erection Day 255.00 370.00 94350.00
15 Electrician Day 5.00 480.00 2400.00
Total cost of Labour Rs: 452654.80

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 Gates and Allied Works - Item Unit Rates 2014-15
Add towards highly skilled labour charges @ 30% on total cost of labour 135796.44
Total Cost of Labour 588451.24

labour component/unit qty 38460.90

Add contractor's profit and overhead charges 13.615% 5236.50
labour component/unit qty (including contractor's profit) 43697.40

ABSTRACT:
A. Cost of Materials Rs: 986753.42
B. Hire charges of Machinery Rs: 322836.00
C. Cost of Labour Rs: 588451.24
Total Rs: 1898040.66
D.Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 1898040.66
E. Add for transportation upto work site @ 3% Rs: 56941.22
Total Rs: 1954981.88
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 266170.78
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 578.34
Unloading charges of fabricated parts Rs 66.30 per tonne 2028.78
Total cost for 15.300 tonne Rs: 2223759.78
Rate per tonne Rs: 145343.80

RADIAL GATES
A-2 Gates
IRR-GAW-1-2 fabrication, supply, erection, testing and commissioning of radial gate consisting
of skin plate, stiffeners, horizontal girders, radial arms, trunnion assemblies, tie beam, pulley
supports, bracings, rubber seals, clamps etc., with all accessories for spillway/canals including cost
of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under itemsinthis chapter and add as applicable separately)

Drawing no. MD/CDO/VRSP/170-172/85-86(Vengalaraya Sagar - Gomukhi Project)

Vent Size: 12 X 6.6 Mtr

DATA: RATE ANALYSIS UNIT : 29.000 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel :
Angles / beams / channels / bars kg 9700.00 40.00 388000.00
Plates / flats kg 16850.00 40.00 674000.00
2 Cast steel components :
Trunnion hubs / Guide rollers kg 2100.00 180.00 378000.00
Alluminium / Bronze alloy
3 components :
Bush for Trunnion / Guide roller kg 350.00 920.00 322000.00
4 Bolt / Nut / Washer :
GI bolts / nuts / washers kg 250.00 120.00 30000.00
5 Zinc/Babbit Metal kg 50.00 180.00 9000.00
6 Rubber seals :
Bottom seal Rm 12.00 780.00 9360.00
Side seals ( Z - type ) Rm 14.00 1600.00 22400.00
7 Oxygen gas cum 228.00 45.00 10260.00
8 Acetyline gas cum 76.00 330.00 25080.00
9 Welding electrodes ( std ) Nos 1000.00 11.00 11000.00
10 Welding electrodes ( LH ) Nos 250.00 18.00 4500.00
11 Use rate welding holder set Hour 156.00 7.65 1193.40
12 Use rate gas cutting torch set Hour 228.00 2.08 475.00
13 Sundries LS 500.00 20.00 10000.00
Total cost of Materials Rs: 1895268.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 156.00 16.00 2496.00
Fuel / Energy charges Hour 156.00 92.40 14414.40

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2 Plate shearing machine Hour 29.00 41.90 1215.10
Fuel / Energy charges Hour 29.00 154.00 4466.00
3 Pug cutting machine Hour 114.00 6.40 729.60
Fuel / Energy charges Hour 114.00 3.80 433.20
4 Bending machine Hour 116.00 42.60 4941.60
Fuel / Energy charges Hour 116.00 115.50 13398.00
5 Tower crane 5 t cpacity Hour 29.00 867.10 25145.90
Fuel / Energy charges Hour 29.00 200.20 5805.80
6 Mobile derric crane Hour 58.00 519.70 30142.60
Fuel / Energy charges Hour 58.00 307.20 17817.60
7 Stationery derric crane Hour 58.00 86.10 4993.80
Fuel / Energy charges Hour 58.00 0.00 0.00
8 Grinding machine Hour 58.00 22.50 1305.00
Fuel / Energy charges Hour 58.00 38.50 2233.00
9 Drilling machines Hour 58.00 22.50 1305.00
Fuel / Energy charges Hour 58.00 38.50 2233.00
10 Mobile Crane 30 T Hour 100.00 3096.80 309680.00
Fuel / Energy charges Hour 100.00 118.80 11880.00
11 Sundries LS 500.00 20.00 10000.00
Total hire charges of Machinery Rs: 464635.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane 30T Hour 100.00 489.20 48920.00
2 Crew for Tower crane Hour 29.00 176.80 5127.20
3 Crew for Bending machine Hour 116.00 122.50 14210.00
4 Crew for Drilling machine Hour 58.00 187.20 10857.60
5 Crew for Grinding machine Hour 58.00 187.20 10857.60
6 Foreman Day 29.00 480.00 13920.00
7 Marker / Fabricator / Erector Day 145.00 480.00 69600.00
8 Gas cutter Day 29.00 415.00 12035.00
9 Welder ( General ) Day 17.00 415.00 7055.00
10 Welder ( X - ray ) Day 5.00 480.00 2400.00
11 Khalasi Day 493.00 415.00 204595.00
12 Helper fabrication / erection Day 667.00 370.00 246790.00
13 Electrician Day 15.00 480.00 7200.00
Total cost of Labour Rs: 653567.40
Add towards highly skilled labour charges @ 30% on total cost of labour 196070.22
Total Cost of Labour 849637.62

labour component/unit qty 29297.80

Add contractor's profit and overhead charges 13.615% 3988.90
labour component/unit qty (including contractor's profit) 33286.70

ABSTRACT:
A. Cost of Materials Rs: 1895268.40
B. Hire charges of Machinery Rs: 464635.60
C. Cost of Labour Rs: 849637.62
Total Rs: 3209541.62
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 3209541.62
E. Add for transportation upto work site @ 3% Rs: 96286.25
Total Rs: 3305827.87
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 450088.46
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 1096.2
Unloading charges of fabricated parts Rs 66.30 per tonne 3845.4
Total cost for 29.000 tonne Rs: 3760857.93
Rate per tonne Rs. 129684.80

IRR-GAW-1-3 RADIAL GATES-ROPE DRUM HOISTS WITH HOIST BRIDGES

fabrication, supply, erection, testing and commissioning of electrically operated rope

drum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear
system, brake system, electric motor, wire ropes, gate position indicator, manual operation
arrangement etc., with all accessories for spillway radial gate including cost of all materials,
machinery, labour,, greasing, providing hand railing and approach staircase with gate to hoist platform,
, complete as per specifications and approved drawings

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 Gates and Allied Works - Item Unit Rates 2014-15
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under itemsinthis chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 15.440 tonne wt

A. MATERIALS: 90.00 t capacity
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 2571.00 40.00 102840.00
Plates / flats kg 3632.00 40.00 145280.00
2 Cast steel components :
Rope drums 2 Nos / Gears 4 Nos kg 3680.00 220.00 809600.00
Pinions kg 218.00 210.00 45780.00
Pulleys 720 PCD 6 Nos kg 1080.00 180.00 194400.00
Plummer blocks / Hubs kg 322.00 180.00 57960.00
3 Alloy steel components
Shafts kg 557.00 230.00 128110.00
Pins kg 546.00 420.00 229320.00
4 Bronze alloy components :
Bronze bearings / bush kg 144.00 920.00 132480.00
Wire rope 36 mm dia 6/37
5 construction kg 448.00 200.00 89600.00
6 MS Bolt / Nut / Washer kg 85.00 90.00 7650.00
7 Worm reducers No. 1.00 224400.00 224400.00
8 Electric motor 20 hp No. 1.00 121000.00 121000.00
9 Floating shaft 300 mm dia kg 1000.00 180.00 180000.00
10 Manual operating system No. 1.00 28820.00 28820.00
11 Gate position indicator No. 1.00 195800.00 195800.00
12 Ele-magnetic brake No. 1.00 35200.00 35200.00
Electric cable / switch / control panel
13 etc LS 1.00 50380.00 50380.00
14 Oxygen gas cum 213.00 45.00 9585.00
15 Acetyline gas cum 71.00 330.00 23430.00
16 Welding electrodes Nos 530.00 11.00 5830.00
17 Welding electrodes ( LH ) Nos 4776.00 18.00 85968.00
18 Grease kg 50.00 260.00 13000.00
19 Use rate welding holder set Hour 566.00 7.65 4329.90
20 Use rate gas cutting torch set Hour 90.00 2.08 187.50
21 Sundries ( hand rail /staircase / gate etc ) LS 200.00 20.00 4000.00
Total cost of Materials Rs: 2924950.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 566.00 16.00 9056.00
Fuel / Energy charges Hour 353.00 92.40 32617.20
2 Tower crane 5 t capacity Hour 4.00 867.10 3468.40
Fuel / Energy charges Hour 4.00 200.20 800.80
3 Pug cutting machine Hour 53.00 6.40 339.20
Fuel / Energy charges Hour 53.00 3.80 201.40
4 Mobile derric crane Hour 50.00 519.70 25985.00
Fuel / Energy charges Hour 50.00 307.20 15360.00
5 Grinding machine Hour 8.00 22.50 180.00
Fuel / Energy charges Hour 8.00 38.50 308.00
6 Drilling machines Hour 16.00 22.50 360.00
Fuel / Energy charges Hour 16.00 38.50 616.00
7 Sundries LS 100.00 20.00 2000.00
Total hire charges of Machinery Rs: 91292.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 50.00 165.80 8290.00
2 Crew for Tower crane Hour 4.00 176.80 707.20
3 Crew for Drilling machine Hour 16.00 187.20 2995.20
4 Crew for Grinding machine Hour 8.00 187.20 1497.60
5 Foreman Day 35.00 480.00 16800.00
Marker / Fabricator / Erector /
6 Mechanic Day 58.00 480.00 27840.00
7 Gas cutter Day 18.00 415.00 7470.00

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 Gates and Allied Works - Item Unit Rates 2014-15
8 Welder ( General ) Day 53.00 415.00 21995.00
9 Khalasi Day 20.00 415.00 8300.00
10 Helper fabrication / erection Day 175.00 370.00 64750.00
11 Electrician Day 3.00 480.00 1440.00
Total cost of Labour Rs: 162085.00
Add towards highly skilled labour charges @ 30% on total cost of labour 48625.50
Total Cost of Labour 210710.50

labour component/unit qty 2341.20

Add contractor's profit and overhead charges 13.615% 318.80
labour component/unit qty (including contractor's profit) 2660.00

ABSTRACT:
A. Cost of Materials Rs: 2924950.40
B. Hire charges of Machinery Rs: 91292.00
C. Cost of Labour Rs: 210710.50
Total Rs: 3226952.90
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 3226952.90
E. Add for transportation upto work site @ 3% Rs: 96808.59
Total Rs: 3323761.49
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 452530.13
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 583.632
Unloading charges of fabricated parts Rs 66.30 per tonne 2047.344
Total cost for 15.440 tonne wt Rs: 3778922.59
Total cost for 90.00 t capacity Rs:
Rate per tonne wt Rs: 244748.90
Rate per tonne capacity of hoist 41988.00

IRR-GAW-1-4 Walk way(cat walk)

fabrication, supply, erection and commissioning of 1 metre wide walkway connecting
spillway piers / abutments at trunnion platform level including cost of all materials,
machinery, labour, cutting, welding etc, complete as per specifications and approved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under itemsinthis chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 5.22 MT

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 4258.00 40.00 170320.00
Plates / flats kg 98.00 40.00 3920.00
Chequered plates kg 856.00 63.00 53928.00
2 MS bolts / nuts / washers kg 8.00 90.00 720.00
3 Oxygen gas cum 51.00 45.00 2295.00
4 Acetyline gas cum 17.00 330.00 5610.00
5 Welding electrodes Nos 1195.00 11.00 13145.00
6 Use rate welding holder set Hour 150.00 7.65 1147.50
7 Use rate gas cutting torch set Hour 30.00 2.08 62.50
8 Sundries LS 10.00 20.00 200.00
Total cost of Materials Rs: 251348.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 150.00 16.00 2400.00
Fuel / Energy charges Hour 150.00 92.40 13860.00
2 Tower crane Hour 6.00 867.10 5202.60
Fuel / Energy charges Hour 6.00 200.20 1201.20
3 Pug cutting machine Hour 12.00 6.40 76.80
Fuel / Energy charges Hour 12.00 3.80 45.60
4 Mobile CRANE 16T Hour 8.00 2278.10 18224.80
Fuel / Energy charges Hour 8.00 75.00 600.00
5 Grinding machine Hour 12.00 22.50 270.00
Fuel / Energy charges Hour 12.00 38.50 462.00

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6 Drilling machines Hour 12.00 22.50 270.00
Fuel / Energy charges Hour 12.00 38.50 462.00
7 Bending Machine Hour 10.00 42.60 426.00
Fuel / Energy charges Hour 10.00 115.50 1155.00
8 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 44856.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane 16T Hour 10.00 489.20 4892.00
2 Crew for Tower crane Hour 6.00 176.80 1060.80
3 Crew for Drilling machine Hour 12.00 187.20 2246.40
4 Crew for Grinding machine Hour 12.00 187.20 2246.40
5 Crew for Bending machine Hour 10.00 122.50 1225.00
6 Foreman Day 6.00 480.00 2880.00
7 Marker / Fabricator / Erector Day 25.00 480.00 12000.00
8 Gas cutter Day 5.00 415.00 2075.00
9 Welder ( General ) Day 20.00 415.00 8300.00
10 Helper fabrication / erection Day 200.00 370.00 74000.00
11 Electrician Day 2.00 480.00 960.00
Total cost of Labour Rs: 111885.60
Add towards highly skilled labour charges @ 30% on total cost of labour 33565.68
Total Cost of Labour 145451.28

labour component/unit qty 27864.20

Add contractor's profit and overhead charges 13.615% 3793.70
labour component/unit qty (including contractor's profit) 31657.90

ABSTRACT:
A. Cost of Materials Rs: 251348.00
B. Hire charges of Machinery Rs: 44856.00
C. Cost of Labour Rs: 145451.28
Total Rs: 441655.28
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 441655.28
E. Add for transportation upto work site @ 3% Rs: 13249.66
Total Rs: 454904.94
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 61935.31
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 197.316
Unloading charges of fabricated parts Rs 66.30 per tonne 692.172
Total cost for 5.22 MT Rs: 517729.73
Rate per MT Rs: 99181.90

IRR-GAW-2 VERTICAL LIFT GATES-EM PARTS

IRR-GAW-2-1 Design, fabrication, supply, erection and commissioning of embedded parts consisting of
sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements
etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials,
machinery, labour, etc., complete as per specifications and approved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

Drawing No. MD/CDO/GNCP/HR/1759,1760/94 (GNSS Project)

Vent Size: 3.6 X 6.1 Mtr

DATA: RATE ANALYSIS UNIT : 6.300 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Str steel angle / beam / channel / bars kg 1885.00 40.00 75400.00
2 Structural steel plate / flats kg 3890.00 40.00 155600.00
3 Stainless steel plate / flats kg 271.00 275.00 74525.00
4 MS bolts and nuts kg 50.00 90.00 4500.00
5 Oxygen gas cum 225.00 45.00 10125.00
6 Acetyline gas cum 75.00 330.00 24750.00
7 Welding electrodes Nos 1410.00 11.00 15510.00
8 Welding electrodes ( LH ) Nos 350.00 18.00 6300.00
9 Welding electrodes ( stainless steel ) Nos 1320.00 27.00 35640.00

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10 Use rate welding holder set Hour 385.00 7.65 2945.25
11 Use rate gas cutting torch set Hour 225.00 2.08 468.75
12 Sundries LS 40.00 20.00 800.00
Total cost of Materials Rs: 406564.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 385.00 16.00 6160.00
Fuel / Energy charges Hour 385.00 92.40 35574.00
2 Plate shearing machine Hour 8.00 41.90 335.20
Fuel / Energy charges Hour 8.00 154.00 1232.00
3 Pug cutting machine Hour 110.00 6.40 704.00
Fuel / Energy charges Hour 110.00 3.80 418.00
4 Planing machine Hour 270.00 117.80 31806.00
Fuel / Energy charges Hour 270.00 115.50 31185.00
5 Mobile Crane 16 T Hour 24.00 2278.10 54674.40
Fuel / Energy charges Hour 24.00 75.00 1800.00
6 Stationery derric crane Hour 14.00 86.10 1205.40
Fuel / Energy charges Hour 14.00 0.00 0.00
7 Grinding machine Hour 14.00 22.50 315.00
Fuel / Energy charges Hour 14.00 38.50 539.00
8 Drilling machines Hour 21.00 22.50 472.50
Fuel / Energy charges Hour 21.00 38.50 808.50
9 Bending Machine Hour 14.00 42.60 596.40
Fuel / Energy charges Hour 14.00 115.50 1617.00
10 Sundries LS 40.00 20.00 800.00
Total hire charges of Machinery Rs: 170242.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane 16 T Hour 24.00 489.20 11740.80
2 Crew for Planing machine Hour 270.00 195.90 52893.00
3 Crew for Drilling machine Hour 21.00 187.20 3931.20
4 Crew for Grinding machine Hour 14.00 187.20 2620.80
5 Crew for Bending machine Hour 14.00 122.50 1715.00
6 Foreman Day 32.00 480.00 15360.00
7 Marker / Fabricator / Erector Day 35.00 480.00 16800.00
8 Gas cutter Day 9.00 415.00 3735.00
9 Welder ( General ) Day 46.00 415.00 19090.00
10 Welder ( X - ray ) Day 6.00 480.00 2880.00
11 Helper fabrication / erection Day 240.00 370.00 88800.00
12 Electrician Day 4.00 480.00 1920.00
Total cost of Labour Rs: 221485.80
Add towards highly skilled labour charges @ 30% on total cost of labour 66445.74
Total Cost of Labour 287931.54

labour component/unit qty 45703.40

Add contractor's profit and overhead charges 13.615% 6222.50
labour component/unit qty (including contractor's profit) 51925.90

ABSTRACT:
A. Cost of Materials Rs: 406564.00
B. Hire charges of Machinery Rs: 170242.40
C. Cost of Labour Rs: 287931.54
Total Rs: 864737.94
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 864737.94
E. Add for transportation upto work site @ 3% Rs: 25942.14
Total Rs: 890680.08
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 121266.09
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 238.14
Unloading charges of fabricated parts Rs 66.30 per tonne 835.38
Total cost for 6.30 tonne Rs: 1013019.69
Rate per tonne Rs: 160796.80

vertical lift gates and stop log gate elements ( SLIDING GATES)

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IRR-GAW-2-2 Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and
stoplog gate elements, consisting of skin plate,
horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes,
rubber seals, clamps etc., with all accessories including cost of all materials,
machinery, labour, seal fixing etc.,complete as per specifications and approved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

Drawing NO. CE/CDO/CL3/MRP/783/2002 (Spillway Stop log gate Elements of Madduvalasa Project)
Vent Size: 12.624 X 0.50 M 16 Elements

DATA: RATE ANALYSIS UNIT : 119.000 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 5280.00 40.00 211200.00
Plates / flats kg 112880.00 40.00 4515200.00
2 Alloy steel components
Lifting pins kg 520.00 420.00 218400.00
3 Bolt / Nut / Washer
GI bolts / nuts / washers kg 600.00 120.00 72000.00
4 Rubber seals
Bottom seal Rm 210.00 780.00 163800.00
Side seals Rm 18.00 1210.00 21780.00
5 Oxygen gas cum 2714.00 45.00 122130.00
6 Acetyline gas cum 905.00 330.00 298650.00
7 Welding electrodes Nos 86554.00 11.00 952094.00
8 Welding electrodes ( LH ) Nos 16486.00 18.00 296748.00
9 Use rate welding holder set Hour 12880.00 7.65 98532.00
10 Use rate gas cutting torch set Hour 2714.00 2.08 5654.17
11 Sundries LS 400.00 20.00 8000.00
Total cost of Materials Rs: 6984188.17

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 12880.00 16.00 206080.00
Fuel / Energy charges Hour 12880.00 92.40 1190112.00
2 Pug cutting machine Hour 6440.00 6.40 41216.00
Fuel / Energy charges Hour 6440.00 3.80 24472.00
3 Mobile crane 16 T Hour 360.00 2278.10 820116.00
Fuel / Energy charges Hour 360.00 75.00 27000.00
4 Stationery derric crane Hour 238.00 86.10 20491.80
Fuel / Energy charges Hour 238.00 0.00 0.00
5 Grinding machine Hour 238.00 22.50 5355.00
Fuel / Energy charges Hour 238.00 38.50 9163.00
6 Drilling machines Hour 357.00 22.50 8032.50
Fuel / Energy charges Hour 357.00 38.50 13744.50
7 Bending Machine Hour 240.00 42.60 10224.00
Fuel / Energy charges Hour 240.00 115.50 27720.00
8 Sundries LS 180.00 20.00 3600.00
Total hire charges of Machinery Rs: 2407326.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane 16T Hour 360.00 489.20 176112.00
2 Crew for Drilling machine Hour 357.00 187.20 66830.40
3 Crew for Grinding machine Hour 238.00 187.20 44553.60
4 Crew for Bending machine Hour 240.00 122.50 29400.00
5 Foreman Day 120.00 480.00 57600.00
6 Marker / Fabricator / Erector Day 195.00 480.00 93600.00
7 Gas cutter Day 100.00 415.00 41500.00
8 Welder ( General ) Day 1442.00 415.00 598430.00
9 Welder ( X - ray ) Day 275.00 480.00 132000.00
10 Khalasi Day 2023.00 415.00 839545.00
11 Helper fabrication / erection Day 2727.00 370.00 1008990.00
12 Electrician Day 10.00 480.00 4800.00
Total cost of Labour Rs: 3093361.00

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Add towards highly skilled labour charges @ 30% on total cost of labour 928008.30
Total Cost of Labour 4021369.30

labour component/unit qty 33793.00

Add contractor's profit and overhead charges 13.615% 4600.90
labour component/unit qty (including contractor's profit) 38393.90

ABSTRACT:
A. Cost of Materials Rs: 6984188.17
B. Hire charges of Machinery Rs: 2407326.80
C. Cost of Labour Rs: 4021369.30
Total Rs: 13412884.27
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 13412884.27
E. Add for transportation upto work site @ 3% Rs: 402386.53
Total Rs: 13815270.79
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 1880949.12
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 4498.200
Unloading charges of fabricated parts Rs 66.30 per tonne 15779.4
Total cost for 119.00 tonne Rs: 15716497.51
Rate per tonne Rs: 132071.40

STOP LOGS-automatic lifting beam

IRR-GAW-2-3 fabrication, supply, erection, testing and commissioning of automatic lifting beam
with all accessories for handling, lowering and lifting of spillway stop log gate elements
including cost of all materials, machinery, labour, cutting, aligning, welding, finishing,
etc., complete as per specifications and drawings with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 3.528 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 13.00 40.00 520.00
Plates / flats kg 3389.00 40.00 135560.00
2 Alloy steel components
Lifting pins kg 101.00 420.00 42420.00
3 Bronze alloy components :
Bronze bush kg 5.00 920.00 4600.00
4 Forged steel components :
Lifting hooks kg 103.00 260.00 26780.00
5 MS pipe 100 mm dia kg 11.00 175.00 1925.00
6 Bolt / Nut / Washer
MS bolts / nuts / washers kg 3.00 90.00 270.00
7 Oxygen gas cum 126.00 45.00 5670.00
8 Acetyline gas cum 42.00 330.00 13860.00
9 Welding electrodes Nos 175.00 11.00 1925.00
10 Welding electrodes ( LH ) Nos 1575.00 18.00 28350.00
11 Use rate welding holder set Hour 187.00 7.65 1430.55
12 Use rate gas cutting torch set Hour 24.00 2.08 50.00
13 Sundries LS 25.00 20.00 500.00
Total cost of Materials Rs: 263860.55

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 187.00 16.00 2992.00
Fuel / Energy charges Hour 117.00 92.40 10810.80
2 Pug cutting machine Hour 60.00 6.40 384.00
Fuel / Energy charges Hour 60.00 3.80 228.00
3 Mobile derric crane Hour 4.00 519.70 2078.80
Fuel / Energy charges Hour 4.00 307.20 1228.80
4 Stationery derric crane Hour 8.00 86.10 688.80
Fuel / Energy charges Hour 8.00 0.00 0.00
5 Grinding machine Hour 2.00 22.50 45.00

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 Gates and Allied Works - Item Unit Rates 2014-15
Fuel / Energy charges Hour 2.00 38.50 77.00
6 Drilling machines Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
7 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 18855.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 4.00 165.80 663.20
2 Crew for Drilling machine Hour 2.00 187.20 374.40
3 Crew for Grinding machine Hour 2.00 187.20 374.40
4 Foreman Day 10.00 480.00 4800.00
5 Marker / Fabricator / Erector Day 18.00 480.00 8640.00
6 Gas cutter Day 10.00 415.00 4150.00
7 Welder ( General ) Day 18.00 415.00 7470.00
8 Helper fabrication / erection Day 52.00 370.00 19240.00
9 Electrician Day 1.00 480.00 480.00
Total cost of Labour Rs: 46192.00
Add towards highly skilled labour charges @ 30% on total cost of labour 13857.60
Total Cost of Labour 60049.60

labour component/unit qty 17020.90

Add contractor's profit and overhead charges 13.615% 2317.40
labour component/unit qty (including contractor's profit) 19338.30

ABSTRACT:
A. Cost of Materials Rs: 263860.55
B. Hire charges of Machinery Rs: 18855.20
C. Cost of Labour Rs: 60049.60
Total Rs: 342765.35
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 342765.35
E. Add for transportation upto work site @ 3% Rs: 10282.96
Total Rs: 353048.31
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 48067.53
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 133.358
Unloading charges of fabricated parts Rs 66.30 per tonne 467.812
Total cost for 3.528 tonne Rs: 401717.01
Rate per tonne Rs: 113865.40

MOVING GANTRY CRANE-CLASS II

IRR-GAW-2-4 fabrication, supply, erection, testing and commissioning of adequate capacity Class- II
type moving gantry crane consisting of rail mounted gantry frame, top platform with hand
railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-
magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum
etc., with all accessories for operating spillway stop log gate elements and river sluice /
canal sluice emergency gates including cost of all materials, machinery, labour,
etc., complete with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 30.856 tonne

A. MATERIALS: 25 t capacity
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 1743.00 40.00 69720.00
Plates / flats kg 19700.00 40.00 788000.00
Chequered plates kg 820.00 63.00 51660.00
2 Cast steel components :
Rope drums 2 Nos/Gears kg 1320.00 220.00 290400.00
pinions kg 1165.00 210.00 244650.00
Wheels / Pulleys kg 2255.00 180.00 405900.00
Plummer blocks / Couplings kg 817.00 180.00 147060.00
3 Forged steel components

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Hook / Shackle kg 127.00 260.00 33020.00
4 Alloy steel components
Shafts kg 556.00 230.00 127880.00
Pins kg 524.00 420.00 220080.00
5 Bronze alloy components :
Bronze bearings / bush kg 181.00 920.00 166520.00
6 Wire rope 28 mm dia 6/37 construction kg 406.00 200.00 81200.00
7 MS Bolt / Nut / Washer kg 63.00 90.00 5670.00
8 MS pipe 32 mm dia for railing Rm 50.00 185.00 9250.00
9 Worm reducers Nos. 4.00 224400.00 897600.00
10 Electric motor 17.5 hp No. 1.00 85800.00 85800.00
Electric motor 5 hp Nos. 2.00 33000.00 66000.00
Electric motor 3 hp No. 1.00 23100.00 23100.00
11 Ele-magnetic / Thruster brakes Nos. 4.00 35200.00 140800.00
Electric cable / switch / control panel
12 etc LS 3.00 50380.00 151140.00
13 Oxygen gas cum 579.00 45.00 26055.00
14 Acetyline gas cum 193.00 330.00 63690.00
15 Welding electrodes Nos 1123.00 11.00 12353.00
16 Welding electrodes ( LH ) Nos 10110.00 18.00 181980.00
17 Grease kg 50.00 260.00 13000.00
18 Use rate welding holder set Hour 1197.00 7.65 9157.05
19 Use rate gas cutting torch set Hour 150.00 2.08 312.50
20 Sundries LS 200.00 20.00 4000.00
Total cost of Materials Rs: 4315997.55

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 1197.00 16.00 19152.00
Fuel / Energy charges Hour 748.00 92.40 69115.20
2 Tower crane 5 t capacity Hour 6.00 867.10 5202.60
Fuel / Energy charges Hour 6.00 200.20 1201.20
3 Pug cutting machine Hour 235.00 6.40 1504.00
Fuel / Energy charges Hour 235.00 3.80 893.00
4 Mobile derric crane Hour 100.00 519.70 51970.00
Fuel / Energy charges Hour 100.00 307.20 30720.00
5 Grinding machine Hour 32.00 22.50 720.00
Fuel / Energy charges Hour 32.00 38.50 1232.00
6 Drilling machines Hour 16.00 22.50 360.00
Fuel / Energy charges Hour 16.00 38.50 616.00
7 Sundries LS 500.00 20.00 10000.00
Total hire charges of Machinery Rs: 192686.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 100.00 165.80 16580.00
2 Crew for Tower crane Hour 6.00 176.80 1060.80
3 Crew for Drilling machine Hour 16.00 187.20 2995.20
4 Crew for Grinding machine Hour 32.00 187.20 5990.40
5 Foreman Day 74.00 480.00 35520.00
6 Marker / Fabricator / Erector Day 124.00 480.00 59520.00
7 Gas cutter Day 48.00 415.00 19920.00
8 Welder ( General ) Day 112.00 415.00 46480.00
9 Khalasi Day 20.00 415.00 8300.00
10 Helper fabrication / erection Day 350.00 370.00 129500.00
11 Electrician Day 10.00 480.00 4800.00
Total cost of Labour Rs: 330666.40
Add towards highly skilled labour charges @ 30% on total cost of labour 99199.92
Total Cost of Labour 429866.32

labour component/unit qty 17194.70

Add contractor's profit and overhead charges 13.615% 2341.10
labour component/unit qty (including contractor's profit) 19535.80

ABSTRACT:
A. Cost of Materials Rs: 4315997.55
B. Hire charges of Machinery Rs: 192686.00
C. Cost of Labour Rs: 429866.32
Total Rs: 4938549.87

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D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 4938549.87
E. Add for transportation upto work site @ 3% Rs: 148156.50
Total Rs: 5086706.37
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 692555.07
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 1166.356
Unloading charges of fabricated parts Rs 66.30 per tonne 4091.506
Total cost for 30.856 tonne Rs: 5784519.30
25.000 t capacity Rs:
Rate per tonne Rs: 187468.20
Rate per tonne capacity Rs: 231380.80

RAIL TRACK FOR GANTRY CRANE

IRR-GAW-2-5 Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard
rails on spillway bridge for movement of gantry crane for handling and operating spillway
stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials,
machinery, labour, complete as per specifications
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 200.000 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
Str steel angle / beam / channel /
1 bars kg 1570.00 40.00 62800.00
2 Structural steel plate / flats kg 975.00 40.00 39000.00
3 Rails kg 18450.00 52.53 969178.50
4 MS bolts and nuts kg 246.00 90.00 22140.00
5 Oxygen gas cum 201.00 45.00 9045.00
6 Acetyline gas cum 67.00 330.00 22110.00
7 Welding electrodes Nos 1805.00 11.00 19855.00
8 Use rate welding holder set Hour 193.00 7.65 1476.45
9 Use rate gas cutting torch set Hour 133.00 2.08 277.08
10 Sundries LS 10.00 20.00 200.00
Total cost of Materials Rs: 1146082.03

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 193.00 16.00 3088.00
Fuel / Energy charges Hour 121.00 92.40 11180.40
2 Mobile derric crane Hour 4.00 519.70 2078.80
Fuel / Energy charges Hour 4.00 307.20 1228.80
3 Grinding machine Hour 8.00 22.50 180.00
Fuel / Energy charges Hour 8.00 38.50 308.00
4 Drilling machines Hour 50.00 22.50 1125.00
Fuel / Energy charges Hour 50.00 38.50 1925.00
5 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 21314.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 4.00 165.80 663.20
2 Crew for Drilling machine Hour 50.00 187.20 9360.00
3 Crew for Grinding machine Hour 8.00 187.20 1497.60
4 Foreman Day 8.00 480.00 3840.00
5 Marker / Fabricator / Erector Day 32.00 480.00 15360.00
6 Gas cutter Day 17.00 415.00 7055.00
7 Welder ( General ) Day 18.00 415.00 7470.00
8 Helper fabrication / erection Day 52.00 370.00 19240.00
9 Electrician Day 1.00 480.00 480.00
Total cost of Labour Rs: 64965.80
Add towards highly skilled labour charges @ 30% on total cost of labour 19489.74
Total Cost of Labour 84455.54

labour component/unit qty 422.30

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Add contractor's profit and overhead charges 13.615% 57.50
labour component/unit qty (including contractor's profit) 479.80

ABSTRACT:
A. Cost of Materials Rs: 1146082.03
B. Hire charges of Machinery Rs: 21314.00
C. Cost of Labour Rs: 84455.54
Total Rs: 1251851.57
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 1251851.57
E. Add for transportation upto work site @ 3% Rs: 37555.55
Total Rs: 1289407.12
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 175552.78
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 783.292
Unloading charges of fabricated parts Rs 66.30 per tonne 2747.738
Total cost for 200.000 Rm Rs: 1468490.93
Rate per Rm Rs: 7342.50

VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTED

IRR-GAW-2-6 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical
lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting
brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for
river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing
seal fixing etc.with allleads and lifts, complete as per specifications andvapproved drawings
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

Drawing No. CE/CDO/DEE/DEE4/GNC/HR/2150/96,2137/98 (GNSS Project)

Gate Size: 3.66 X 6.1 Mtr

DATA: RATE ANALYSIS UNIT : 10.000 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Plates / flats kg 7103.00 40.00 284120.00
Beams/Channels kg 2727.00 40.00 109080.00
2 Alloy steel components
Wheel axles / Pins kg 108.00 420.00 45360.00
3 Cast steel components
Wheels / Guide rollers kg 504.00 180.00 90720.00
Alluminium / Bronze alloy
4 components
Bearings kg 12.00 920.00 11040.00
5 Bolt / Nut / Washer
GI bolts / nuts / washers kg 36.00 106.00 3816.00
MS bolts / nuts / washers kg 6.00 90.00 540.00
6 Rubber seals
Bottom seal ( flat uncladed ) Rm 3.72 780.00 2901.60
Side seals ( bulb teflon claded ) Rm 12.30 1670.00 20541.00
Top seal ( bulb teflon claded ) Rm 3.72 1670.00 6212.40
Corner seals ( bulb teflon claded ) Nos 2.00 1630.00 3260.00
7 Oxygen gas cum 170.00 45.00 7650.00
8 Acetyline gas cum 56.00 330.00 18480.00
9 Welding electrodes Nos 3200.00 11.00 35200.00
10 Welding electrodes ( LH ) Nos 800.00 18.00 14400.00
11 Use rate welding holder set Hour 500.00 7.65 3825.00
12 Use rate gas cutting torch set Hour 40.00 2.08 83.33
13 Sundries LS 60.00 20.00 1200.00
Total cost of Materials Rs: 658429.33

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 500.00 16.00 8000.00
Fuel / Energy charges Hour 500.00 92.40 46200.00
2 Pug cutting machine Hour 85.00 6.40 544.00
Fuel / Energy charges Hour 85.00 3.80 323.00

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3 Tower crane Hour 10.00 867.10 8671.00
Fuel / Energy charges Hour 10.00 200.20 2002.00
4 Mobile crane 16 T Hour 30.00 2278.10 68343.00
Fuel / Energy charges Hour 30.00 75.00 2250.00
5 Stationery derric crane Hour 20.00 86.10 1722.00
Fuel / Energy charges Hour 20.00 0.00 0.00
6 Grinding machine Hour 10.00 22.50 225.00
Fuel / Energy charges Hour 10.00 38.50 385.00
7 Drilling machines Hour 30.00 22.50 675.00
Fuel / Energy charges Hour 30.00 38.50 1155.00
8 Bending machine Hour 10.00 42.60 426.00
Fuel / Energy charges Hour 10.00 115.50 1155.00
9 Sundries LS 50.00 20.00 1000.00
Total hire charges of Machinery Rs: 143076.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane 16 T Hour 30.00 489.20 14676.00
2 Crew for Tower crane Hour 10.00 176.80 1768.00
3 Crew for Drilling machine Hour 30.00 187.20 5616.00
4 Crew for Grinding machine Hour 10.00 187.20 1872.00
5 Crew for Bending machine Hour 10.00 122.50 1225.00
6 Foreman Day 16.00 480.00 7680.00
7 Marker / Fabricator / Erector Day 50.00 480.00 24000.00
8 Gas cutter Day 8.00 415.00 3320.00
9 Welder ( General ) Day 52.00 415.00 21580.00
10 Welder ( X - ray grade ) Day 14.00 480.00 6720.00
11 Khalasi Day 170.00 415.00 70550.00
12 Helper fabrication / erection Day 230.00 370.00 85100.00
13 Electrician Day 4.00 480.00 1920.00
Total cost of Labour Rs: 246027.00
Add towards highly skilled labour charges @ 30% on total cost of labour 73808.10
Total Cost of Labour 319835.10

labour component/unit qty 31983.50

Add contractor's profit and overhead charges 13.615% 4354.60
labour component/unit qty (including contractor's profit) 36338.10

ABSTRACT:
A. Cost of Materials Rs: 658429.33
B. Hire charges of Machinery Rs: 143076.00
C. Cost of Labour Rs: 319835.10
Total Rs: 1121340.43
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 1121340.43
E. Add for transportation upto work site @ 3% Rs: 33640.21
Total Rs: 1154980.65
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 157250.61
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 378
Unloading charges of fabricated parts Rs 66.30 per tonne 1326
Total cost for 10.000 tonne Rs: 1313935.26
Rate per tonne Rs: 131393.50

VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER OPERATED
IRR-GAW-2-7 Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope
drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-
magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc.,
with all accessories for operating river sluice / canal sluice service gate including cost of
all materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA:
RATE ANALYSIS UNIT : 6.243 tonne wt
A. MATERIALS: 25 t capacity
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.

299
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1 Structural steel
Angles / beams / channels / bars kg 1487.00 40.00 59480.00
Plates / flats kg 402.00 40.00 16080.00
Chequered plate kg 290.00 63.00 18270.00
2 Cast steel components :
Rope drums 2 Nos / Gears kg 1926.00 220.00 423720.00
Pinions kg 79.00 210.00 16590.00
Pulleys 3 Nos / Couplings 2 Nos kg 306.00 180.00 55080.00
Plummer blocks / Hubs kg 72.00 180.00 12960.00
3 Alloy steel components
Shafts kg 346.00 230.00 79580.00
Pins kg 73.00 420.00 30660.00
4 Bronze alloy components :
Bronze bearings / bush kg 57.00 920.00 52440.00
Wire rope 28 mm dia 6/37
5 construction kg 325.00 200.00 65000.00
6 MS Bolt / Nut / Washer kg 32.00 90.00 2880.00
7 Worm reducers No. 1.00 224400.00 224400.00
8 Electric motor 5 hp No. 1.00 33000.00 33000.00
9 Manual operating system No. 1.00 28820.00 28820.00
10 Gate position indicator No. 1.00 195800.00 195800.00
11 Ele-magnetic brake No. 1.00 35200.00 35200.00
Electric cable / switch / control panel
12 etc LS 1.00 50380.00 50380.00
13 Oxygen gas cum 45.00 45.00 2025.00
14 Acetyline gas cum 15.00 330.00 4950.00
15 Welding electrodes Nos 80.00 11.00 880.00
16 Welding electrodes ( LH ) Nos 720.00 18.00 12960.00
17 Grease kg 50.00 260.00 13000.00
18 Use rate welding holder set Hour 85.00 7.65 650.25
19 Use rate gas cutting torch set Hour 16.00 2.08 33.33
20 Sundries LS 25.00 20.00 500.00
Total cost of Materials Rs: 1435338.58

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 85.00 16.00 1360.00
Fuel / Energy charges Hour 53.00 92.40 4897.20
2 Tower crane 5 t capacity Hour 2.00 867.10 1734.20
Fuel / Energy charges Hour 2.00 200.20 400.40
3 Pug cutting machine Hour 15.00 6.40 96.00
Fuel / Energy charges Hour 15.00 3.80 57.00
4 Mobile derric crane Hour 10.00 519.70 5197.00
Fuel / Energy charges Hour 10.00 307.20 3072.00
5 Grinding machine Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
6 Drilling machines Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
7 Sundries LS 25.00 20.00 500.00
Total hire charges of Machinery Rs: 17557.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 10.00 165.80 1658.00
2 Crew for Tower crane Hour 2.00 176.80 353.60
3 Crew for Drilling machine Hour 2.00 187.20 374.40
4 Crew for Grinding machine Hour 2.00 187.20 374.40
5 Foreman Day 15.00 480.00 7200.00
6 Marker / Fabricator / Erector Day 19.00 480.00 9120.00
7 Gas cutter Day 4.00 415.00 1660.00
8 Welder ( General ) Day 8.00 415.00 3320.00
9 Khalasi Day 4.00 415.00 1660.00
10 Helper fabrication / erection Day 44.00 370.00 16280.00
11 Electrician Day 2.00 480.00 960.00
Total cost of Labour Rs: 42960.40
Add towards highly skilled labour charges @ 30% on total cost of labour 12888.12
Total Cost of Labour 55848.52

labour component/unit qty 2233.90

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 Gates and Allied Works - Item Unit Rates 2014-15
Add contractor's profit and overhead charges 13.615% 304.10
labour component/unit qty (including contractor's profit) 2538.00

ABSTRACT:
A. Cost of Materials Rs: 1435338.58
B. Hire charges of Machinery Rs: 17557.80
C. Cost of Labour Rs: 55848.52
Total Rs: 1508744.90
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 1508744.90
E. Add for transportation upto work site @ 3% Rs: 45262.35
Total Rs: 1554007.25
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 211578.09
Add 2 leads
Add 1 km lead charges for fabricated parts Rs.18.90 per tonne 235.986
Unloading charges of fabricated parts Rs 66.30 per tonne 827.822
Total cost for 6.243 tonne wt Rs: 1766649.15
25.000 t capacity Rs:
Rate per tonne wt Rs: 282980.80
Rate per tonne capacity of hoist Rs: 70666.00

HOIST BRIDGE/ WITH TRESSELS

IRR-GAW-2-8 Design, fabrication, supply, erection and commissioning of structural steel hoist bridge
consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing,
ladder etc., with all accessories for supporting rope drum hoist for operating barrage
gates including cost of all materials, machinery, labour, welding, finishing, etc., complete
complete as per specifications and drawings with all leads and lifts
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)
Drawing No. CE/CDO/VRSP/215,216/86-87 (Vengalaraya Sagar - Gomukhi Project)

Vent Size: 12 X 6.6 Mtr

DATA: RATE ANALYSIS UNIT : 10.500 tonne
A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
Structural steel angles/ beams /
1 channels kg 1494.00 40.00 59760.00
Structural steel plates / flats kg 6564.00 40.00 262560.00
Chequered plate kg 2442.00 63.00 153846.00
2 MS pipe 25 mm dia Rm 60.00 150.00 9000.00
3 Bolt / Nut / Washers kg 18.00 90.00 1620.00
4 Oxygen gas cum 105.00 45.00 4725.00
5 Acetyline gas cum 35.00 330.00 11550.00
6 Welding electrodes Nos 3150.00 11.00 34650.00
7 Use rate welding holder set Hour 394.00 7.65 3014.10
8 Use rate gas cutting torch set Hour 105.00 2.08 218.75
9 Sundries LS 50.00 20.00 1000.00
Total cost of Materials Rs: 541943.85

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 394.00 16.00 6304.00
Fuel / Energy charges Hour 394.00 92.40 36405.60
2 Pug cutting machine Hour 52.00 6.40 332.80
Fuel / Energy charges Hour 52.00 3.80 197.60
3 Mobile crane 30 T Hour 30.00 3096.80 92904.00
Fuel / Energy charges Hour 30.00 118.80 3564.00
4 Stationery derric crane Hour 20.00 86.10 1722.00
Fuel / Energy charges Hour 20.00 0.00 0.00
5 Drilling machine Hour 20.00 22.50 450.00
Fuel / Energy charges Hour 20.00 38.50 770.00
6 Grinding machine Hour 20.00 22.50 450.00
Fuel / Energy charges Hour 20.00 38.50 770.00
7 Tower Crane Hour 20.00 867.10 17342.00
Fuel / Energy charges Hour 20.00 200.20 4004.00
8 Sundries LS 50.00 20.00 1000.00
Total hire charges of Machinery Rs: 166216.00

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C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane 30 T Hour 30.00 489.20 14676.00
2 Crew for Drilling machine Hour 20.00 187.20 3744.00
3 Crew for Grinding machine Hour 20.00 187.20 3744.00
4 Crew for Tower Crane Hour 20.00 176.80 3536.00
5 Foreman Day 10.00 480.00 4800.00
6 Marker / Fabricator / Erector Day 50.00 480.00 24000.00
7 Gas cutter Day 14.00 415.00 5810.00
8 Welder ( General ) Day 53.00 415.00 21995.00
9 Helper fabrication / erection Day 400.00 370.00 148000.00
10 Electrician Day 6.00 480.00 2880.00
Total cost of Labour Rs: 233185.00
Add towards highly skilled labour charges @ 30% on total cost of labour 69955.50
Total Cost of Labour 303140.50

labour component/unit qty 28870.50

Add contractor's profit and overhead charges 13.615% 3930.70
labour component/unit qty (including contractor's profit) 32801.20

ABSTRACT:
A. Cost of Materials Rs: 541943.85
B. Hire charges of Machinery Rs: 166216.00
C. Cost of Labour Rs: 303140.50
Total Rs: 1011300.35
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 1011300.35
E. Add for transportation upto work site @ 3% Rs: 30339.01
Total Rs: 1041639.36
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 141819.20
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 396.9
Unloading charges of fabricated parts Rs 66.30 per tonne 1392.3
Total cost for 10.500 tonne Rs: 1185247.76
Rate per tonne Rs: 112880.70

ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE GATES

IRR-GAW-2-9 Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope
drum hoist consisting of rope drum, pulleys, gear system, electri c motor,
electro-magnetic brake system, manual operation assembly, position indicator, control panel,
wire rope etc., with all accessories for operating vertical lift roller gates for barrage
including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,
finishing etc., complete with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 5.069 tonne wt

A. MATERIALS: 50.00 t capacity
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 420.00 40.00 16800.00
Plates / flats kg 225.00 40.00 9000.00
2 Cast steel components :
Rope drums 2 Nos / Gears kg 1290.00 220.00 283800.00
Pinions kg 98.00 210.00 20580.00
Pulleys 3 Nos / Couplings 2 Nos kg 650.00 180.00 117000.00
Plummer blocks / Hubs kg 250.00 180.00 45000.00
3 Alloy steel components
Shafts / Keys kg 350.00 230.00 80500.00
Pins kg 96.00 420.00 40320.00
4 Bronze alloy components :
Bronze bearings / bush kg 100.00 920.00 92000.00
Wire rope 28 mm dia 6/37
5 construction kg 435.00 200.00 87000.00
6 MS Bolt / Nut / Washer kg 26.00 90.00 2340.00
7 Worm reducers No. 1.00 224400.00 224400.00

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 Gates and Allied Works - Item Unit Rates 2014-15
8 Electric motor 12.5 hp No. 1.00 72600.00 72600.00
9 Manual operating system No. 1.00 28820.00 28820.00
10 Gate position indicator No. 1.00 195800.00 195800.00
11 Ele-magnetic brake No. 1.00 35200.00 35200.00
Electric cable / switch / control panel
12 etc LS 1.00 50380.00 50380.00
13 Oxygen gas cum 30.00 45.00 1350.00
14 Acetyline gas cum 10.00 330.00 3300.00
15 Welding electrodes Nos 44.00 11.00 484.00
16 Welding electrodes ( LH ) Nos 392.00 18.00 7056.00
17 Grease kg 50.00 260.00 13000.00
18 Use rate welding holder set Hour 47.00 7.65 359.55
19 Use rate gas cutting torch set Hour 12.00 2.08 25.00
20 Sundries LS 25.00 20.00 500.00
Total cost of Materials Rs: 1427614.55

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 47.00 16.00 752.00
Fuel / Energy charges Hour 47.00 92.40 4342.80
2 Tower crane 5 t capacity Hour 2.00 867.10 1734.20
Fuel / Energy charges Hour 2.00 200.20 400.40
3 Pug cutting machine Hour 9.00 6.40 57.60
Fuel / Energy charges Hour 9.00 3.80 34.20
4 Mobile derric crane Hour 10.00 519.70 5197.00
Fuel / Energy charges Hour 10.00 307.20 3072.00
5 Grinding machine Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
6 Drilling machines Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
7 Sundries LS 25.00 20.00 500.00
Total hire charges of Machinery Rs: 16334.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 10.00 165.80 1658.00
2 Crew for Tower crane Hour 2.00 176.80 353.60
3 Crew for Drilling machine Hour 2.00 187.20 374.40
4 Crew for Grinding machine Hour 2.00 187.20 374.40
5 Foreman Day 13.00 480.00 6240.00
6 Marker / Fabricator / Erector Day 17.00 480.00 8160.00
7 Gas cutter Day 3.00 415.00 1245.00
8 Welder ( General ) Day 5.00 415.00 2075.00
9 Khalasi Day 4.00 415.00 1660.00
10 Helper fabrication / erection Day 36.00 370.00 13320.00
11 Electrician Day 2.00 480.00 960.00
Total cost of Labour Rs: 36420.40
Add towards highly skilled labour charges @ 30% on total cost of labour 10926.12
Total Cost of Labour 47346.52

labour component/unit qty 946.90

Add contractor's profit and overhead charges 13.615% 128.90
labour component/unit qty (including contractor's profit) 1075.80

ABSTRACT:
A. Cost of Materials Rs: 1427614.55
B. Hire charges of Machinery Rs: 16334.20
C. Cost of Labour Rs: 47346.52
Total Rs: 1491295.27
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 1491295.27
E. Add for transportation upto work site @ 3% Rs: 44738.86
Total Rs: 1536034.13
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 209131.05
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 191.608
Unloading charges of fabricated parts Rs 66.30 per tonne 672.15
Total cost for 5.069 tonne wt Rs: 1746028.93

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 Gates and Allied Works - Item Unit Rates 2014-15
50.000 t capacity Rs:
Rate per tonne wt Rs: 344452.30
Rate per tonne capacity of hoist Rs: 34920.60

SCREW GEAR HOISTS including plat form( UPTO 10 TON CAP)

IRR-GAW-2-10
Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw gear
type hoist consisting of supporting structure, platform, ladder etc., with all accessories for
operating canal escape / regulator gate including cost of all materials, machinery, labour,
cutting, bending, aligning, anchoring, welding,finishing etc.,complete with all leads and lifts.
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 0.871 tonne

A. MATERIALS: 3.00 t capacity
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 402.00 40.00 16080.00
Plates / flats kg 145.00 40.00 5800.00
Chequered plate kg 176.00 63.00 11088.00
2 Cast iron components :
Hoist body / Lock nut / Main nut kg 55.00 220.00 12100.00
3 Alloy steel components
Hoist stem kg 75.00 230.00 17250.00
4 Bronze alloy components :
Thrust bearings kg 4.00 920.00 3680.00
5 MS Bolt / Nut / Washer kg 8.00 90.00 720.00
6 Oxygen gas cum 18.00 45.00 810.00
7 Acetyline gas cum 6.00 330.00 1980.00
8 Welding electrodes Nos 7.00 11.00 77.00
9 Welding electrodes ( LH ) Nos 66.00 18.00 1188.00
10 Grease kg 2.00 260.00 520.00
11 Use rate welding holder set Hour 8.00 7.65 61.20
12 Use rate gas cutting torch set Hour 11.00 2.08 22.92
13 Sundries LS 2.00 20.00 40.00
Total cost of Materials Rs: 71417.12

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 8.00 16.00 128.00
Fuel / Energy charges Hour 5.00 92.40 462.00
2 Grinding machine Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
3 Drilling machines Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
4 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 874.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling machine Hour 2.00 187.20 374.40
2 Crew for Grinding machine Hour 2.00 187.20 374.40
3 Foreman Day 4.00 480.00 1920.00
4 Marker / Fabricator / Erector Day 5.00 480.00 2400.00
5 Gas cutter Day 2.00 415.00 830.00
6 Welder ( General ) Day 1.00 415.00 415.00
7 Helper fabrication / erection Day 9.00 370.00 3330.00
8 Electrician Day 0.50 480.00 240.00
Total cost of Labour Rs: 9883.80
Add towards highly skilled labour charges @ 30% on total cost of labour 2965.14
Total Cost of Labour 12848.94

labour component/unit qty 4283.00

Add contractor's profit and overhead charges 13.615% 583.10
labour component/unit qty (including contractor's profit) 4866.10

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 Gates and Allied Works - Item Unit Rates 2014-15
ABSTRACT:
A. Cost of Materials Rs: 71417.12
B. Hire charges of Machinery Rs: 874.00
C. Cost of Labour Rs: 12848.94
Total Rs: 85140.06
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 85140.06
E. Add for transportation upto work site @ 3% Rs: 2554.20
Total Rs: 87694.26
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 11939.57
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 32.924
Unloading charges of fabricated parts Rs 66.30 per tonne 115.494
Total cost for 0.871 tonne Rs: 99782.25
3.000 t capacity Rs:
Rate per tonne Rs: 114560.60
Rate per tonne capacity Rs: 33260.70

MANUAL OPERATED ROPE DRUM HOISTS

IRR-GAW-2-11
Design, fabrication, supply, erection, testing and commissioning of adequate capacity
manually operated rope drum hoist consisting of hoist platform, rope drum, gear system,
brake system, wire rope, ladder etc., with all accessories for operating canal regulator
radial gate including cost of all materials, machinery, labour, welding, finishing, cleaning,
., complete with all leads and lifts
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra
as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 2.804 tonne

A. MATERIALS: 10.00 t capacity
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel
Angles / beams / channels / bars kg 1229.00 40.00 49160.00
Plates / flats kg 453.00 40.00 18120.00
Chequered plate kg 195.00 63.00 12285.00
2 Cast steel components :
Rope drums 2 Nos / Gears kg 384.00 220.00 84480.00
Pinions kg 14.00 210.00 2940.00
Pulleys 6 Nos kg 108.00 180.00 19440.00
Plummer blocks / Couplings kg 47.00 180.00 8460.00
3 Alloy steel components
Shafts kg 75.00 230.00 17250.00
Pins kg 24.00 420.00 10080.00
4 Bronze alloy components :
Bronze bearings / bush kg 11.00 920.00 10120.00
Wire rope 12 mm dia 6/36
5 construction kg 42.00 200.00 8400.00
6 MS Bolt / Nut / Washer kg 64.00 90.00 5760.00
7 Worm reducers No. 1.00 224400.00 224400.00
8 Manual operating system No. 1.00 28820.00 28820.00
9 Brake No. 1.00 35200.00 35200.00
10 Wire rope sockets No 2.00 4620.00 9240.00
11 Oxygen gas cum 75.00 45.00 3375.00
12 Acetyline gas cum 25.00 330.00 8250.00
13 Welding electrodes Nos 69.00 11.00 759.00
14 Welding electrodes ( LH ) Nos 622.00 18.00 11196.00
15 Grease kg 10.00 260.00 2600.00
16 Use rate welding holder set Hour 73.00 7.65 558.45
17 Use rate gas cutting torch set Hour 42.00 2.08 87.50
18 Sundries LS 25.00 20.00 500.00
Total cost of Materials Rs: 571480.95

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 73.00 16.00 1168.00
Fuel / Energy charges Hour 46.00 92.40 4250.40
2 Pug cutting machine Hour 8.00 6.40 51.20

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 Gates and Allied Works - Item Unit Rates 2014-15
Fuel / Energy charges Hour 8.00 3.80 30.40
3 Mobile derric crane Hour 4.00 519.70 2078.80
Fuel / Energy charges Hour 4.00 307.20 1228.80
4 Stationery derric crane Hour 8.00 86.10 688.80
Fuel / Energy charges Hour 8.00 0.00 0.00
5 Grinding machine Hour 8.00 22.50 180.00
Fuel / Energy charges Hour 8.00 38.50 308.00
6 Drilling machines Hour 16.00 22.50 360.00
Fuel / Energy charges Hour 16.00 38.50 616.00
7 Sundries LS 25.00 20.00 500.00
Total hire charges of Machinery Rs: 11460.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Mobile crane Hour 4.00 165.80 663.20
2 Crew for Drilling machine Hour 16.00 187.20 2995.20
3 Crew for Grinding machine Hour 8.00 187.20 1497.60
4 Foreman Day 14.00 480.00 6720.00
5 Marker / Fabricator / Erector Day 20.00 480.00 9600.00
6 Gas cutter Day 6.00 415.00 2490.00
7 Welder ( General ) Day 7.00 415.00 2905.00
8 Helper fabrication / erection Day 44.00 370.00 16280.00
9 Electrician Day 2.00 480.00 960.00
Total cost of Labour Rs: 44111.00
Add towards highly skilled labour charges @ 30% on total cost of labour 13233.30
Total Cost of Labour 57344.30

labour component/unit qty 5734.40

Add contractor's profit and overhead charges 13.615% 780.70
labour component/unit qty (including contractor's profit) 6515.10

ABSTRACT:
A. Cost of Materials Rs: 571480.95
B. Hire charges of Machinery Rs: 11460.40
C. Cost of Labour Rs: 57344.30
Total Rs: 640285.65
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 640285.65
E. Add for transportation upto work site @ 3% Rs: 19208.57
Total Rs: 659494.22
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 89790.14
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 105.992
Unloading charges of fabricated parts Rs 66.30 per tonne 371.81
Total cost for 2.804 tonne Rs: 749762.16
10.000 t capacity
Rate per tonne Rs: 267390.20
Rate per tonne Rs: 74976.20
capacity of hoist

IRR-GAW-2-
12
New Item
2014-15-2 OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates)
As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for
Krishna Delta System
Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure,
platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all
materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete
as per Specification and approved drawings
(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates
under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 0.869 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.

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1 Structural steel angles/ beams / channels kg 445.78 40.00 17831.20
2 Structural steel plates / flats kg 28.00 40.00 1120.00
3 Chequered plate kg 144.80 63.00 9122.40
Cast iron Components
4 Hoist Body/lock nut/Main Nut etc. Kg 83.00 220.00 18260.00
Bronze Alloy Steel Components
5 Thrust Bearings kg 3.00 920.00 2760.00
6 MS Bolt/Nut/ Washer kg 16.00 90.00 1440.00
7 Oxygen gas cum 21.00 45.00 945.00
8 Acetyline gas cum 7.00 330.00 2310.00
9 Welding electrodes Nos 200.00 11.00 2200.00
10 Welding electrodes (LH) Nos 40.00 18.00 720.00
11 Use rate welding holder set Hour 72.00 7.65 550.80
12 Use rate gas cutting torch set Hour 36.00 2.08 75.00
13 Sundries LS 20.00 20.00 400.00
Total cost of Materials Rs: 57734.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 30.00 16.00 480.00
Fuel / Energy charges Hour 30.00 92.40 2772.00
2 Pug cutting machine Hour 12.00 6.40 76.80
Fuel / Energy charges Hour 12.00 3.80 45.60
3 Drilling machine Hour 8.00 22.50 180.00
Fuel / Energy charges Hour 8.00 38.50 308.00
4 Grinding machine Hour 36.00 22.50 810.00
Fuel / Energy charges Hour 36.00 38.50 1386.00
5 Lathe machine (Screw Rod M/C) Hour 16.00 300.00 4800.00
6 Sundries LS 10.00 20.00 200.00
Total hire charges of Machinery Rs: 11058.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling machine Hour 8.00 187.20 1497.60
2 Crew for Grinding machine Hour 36.00 187.20 6739.20
3 Foreman Day 2.00 480.00 960.00
4 Marker / Fabricator / Erector Day 10.00 480.00 4800.00
5 Gas cutter Day 4.00 415.00 1660.00
6 Welder ( General ) Day 4.00 415.00 1660.00
7 Mazdoors Day 6.00 310.00 1860.00
8 Helper fabrication / erection Day 6.00 370.00 2220.00
Total cost of Labour Rs: 21396.80
labour component/unit qty 21396.80
Add contractor's profit and overhead charges 13.615% 2913.20
labour component/unit qty (including contractor's profit) 24310.00

ABSTRACT:
A. Cost of Materials Rs: 57734.40
B. Hire charges of Machinery Rs: 11058.40
C. Cost of Labour Rs: 21396.80
Total Rs: 90189.60
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 90189.60
E. Add for transportation upto work site @ 3% Rs: 2705.69
Total Rs: 92895.29
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 12647.69
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 32.848
Unloading charges of fabricated parts Rs 66.30 per tonne 115.23
Total cost for 0.869 tonne Rs: 105691.06
Rate per tonne Rs: 121623.80

IRR-GAW-2-
13
New Item
2014-15-3 OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates)
As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for

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 Gates and Allied Works - Item Unit Rates 2014-15
Krishna Delta System
Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks,
seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc.
complete as per specifications and approved drawings.

(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates
under items in this chapter and add as applicable separately)

Height of EM parts: 5.4 M Gate Size: 0.99 X 0.875 M

DATA: RATE ANALYSIS UNIT : 1.334 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel angles/ beams / channels kg 440.57 40.00 17622.80
2 Structural steel plates / flats kg 869.00 40.00 34760.00
3 Stainless Steel Flats kg 25.12 275.00 6908.00
4 Oxygen gas cum 12.00 45.00 540.00
5 Acetyline gas cum 4.00 330.00 1320.00
6 Welding electrodes Nos 210.00 11.00 2310.00
7 Welding electrodes (Stainless Steel) Nos 30.00 27.00 810.00
8 Use rate welding holder set Hour 62.00 7.65 474.30
9 Use rate gas cutting torch set Hour 32.00 2.08 66.67
10 Sundries LS 3.00 20.00 60.00
Total cost of Materials Rs: 64871.77

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 30.00 16.00 480.00
Fuel / Energy charges Hour 30.00 92.40 2772.00
2 Pug cutting machine Hour 20.00 6.40 128.00
Fuel / Energy charges Hour 20.00 3.80 76.00
3 Drilling machine Hour 4.00 22.50 90.00
Fuel / Energy charges Hour 4.00 38.50 154.00
4 Grinding machine Hour 20.00 22.50 450.00
Fuel / Energy charges Hour 20.00 38.50 770.00
5 Sundries LS 3.00 20.00 60.00
Total hire charges of Machinery Rs: 4980.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling machine Hour 4.00 187.20 748.80
2 Crew for Grinding machine Hour 20.00 187.20 3744.00
3 Foreman Day 8.00 480.00 3840.00
4 Marker / Fabricator / Erector Day 6.00 480.00 2880.00
5 Gas cutter Day 2.00 415.00 830.00
6 Welder ( General ) Day 4.00 415.00 1660.00
7 Mazdoors Day 4.00 310.00 1240.00
8 Helper fabrication / erection Day 8.00 370.00 2960.00
Total cost of Labour Rs: 17902.80
labour component/unit qty 17902.80
Add contractor's profit and overhead charges 13.615% 2437.50
labour component/unit qty (including contractor's profit) 20340.30

ABSTRACT:
A. Cost of Materials Rs: 64871.77
B. Hire charges of Machinery Rs: 4980.00
C. Cost of Labour Rs: 17902.80
Total Rs: 87754.57
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 87754.57
E. Add for transportation upto work site @ 3% Rs: 2632.64
Total Rs: 90387.20
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 12306.22
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 50.426
Unloading charges of fabricated parts Rs 66.30 per tonne 176.888

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 Gates and Allied Works - Item Unit Rates 2014-15
Total cost for 1.334 tonne Rs: 102920.74
Rate per tonne Rs: 77152.00

IRR-GAW-2-
14
New Item
2014-15 -4 OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates)
As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for
Krishna Delta System
Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal
and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost
of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings

(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates
under items in this chapter and add as applicable separately)

Gate Size: 0.99 X 0.875 M

DATA: RATE ANALYSIS UNIT : 0.161 tonne

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Structural steel angles/ beams / channels kg 63.72 40.00 2548.80
2 Structural steel plates / flats kg 96.50 40.00 3860.00
3 GI Bolts/Nut/Washer kg 20.00 120.00 2400.00
Rubber Seals
4 Bottom Seal Rm 0.82 780.00 639.60
5 Side Seal/ Top Seal Rm 1.75 1210.00 2117.50
6 Oxygen gas cum 15.00 45.00 675.00
7 Acetyline gas cum 5.00 330.00 1650.00
8 Welding electrodes Nos 110.00 11.00 1210.00
9 Use rate welding holder set Hour 30.00 7.65 229.50
10 Use rate gas cutting torch set Hour 12.00 2.08 25.00
11 Sundries LS 3.00 20.00 60.00
Total cost of Materials Rs: 15415.40

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Welding transformer Hour 14.00 16.00 224.00
Fuel / Energy charges Hour 14.00 92.40 1293.60
2 Pug cutting machine Hour 4.00 6.40 25.60
Fuel / Energy charges Hour 4.00 3.80 15.20
3 Drilling machine Hour 2.00 22.50 45.00
Fuel / Energy charges Hour 2.00 38.50 77.00
4 Grinding machine Hour 4.00 22.50 90.00
Fuel / Energy charges Hour 4.00 38.50 154.00
5 Sundries LS 3.00 20.00 60.00
Total hire charges of Machinery Rs: 1984.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Drilling machine Hour 2.00 187.20 374.40
2 Crew for Grinding machine Hour 4.00 187.20 748.80
3 Foreman Day 2.00 480.00 960.00
4 Marker / Fabricator / Erector Day 3.00 480.00 1440.00
5 Gas cutter Day 1.00 415.00 415.00
6 Welder ( General ) Day 4.00 415.00 1660.00
7 Mazdoors Day 4.00 310.00 1240.00
8 Helper fabrication / erection Day 6.00 370.00 2220.00
Total cost of Labour Rs: 9058.20
labour component/unit qty 9058.20
Add contractor's profit and overhead charges 13.615% 1233.30
labour component/unit qty (including contractor's profit) 10291.50

ABSTRACT:
A. Cost of Materials Rs: 15415.40
B. Hire charges of Machinery Rs: 1984.40
C. Cost of Labour Rs: 9058.20
Total Rs: 26458.00

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 Gates and Allied Works - Item Unit Rates 2014-15
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 26458.00
E. Add for transportation upto work site @ 3% Rs: 793.74
Total Rs: 27251.74
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 3710.32
Add 2 leads
Add 1 km lead charges for fabricated parts Rs. 18.90 per tonne 6.086
Unloading charges of fabricated parts Rs 66.30 per tonne 21.348
Total cost for 0.161 tonne Rs: 30989.50
Rate per tonne Rs: 192481.40

IRR-GAW-3 SAND BLASTING AND PAINTING AS PER IS:14177-1994

IRR-GAW-3-1 Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface
for painting by sand blasting method as per specifications including cost of all materials, l
abour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand (Screened) cum 30.00 760.00 22800.00
2 Use rate of air hose Hour 8.00 18.63 149.00
3 Use rate of sand blast gun nozzle Hour 8.00 3.50 28.00
4 Sundries( Rust inhibitive, seive etc )
LS 5.00 20.00 100.00
Total 23077.00
Add 10% towards scaffolding/laddor @ 0.10 2307.70
Total cost of Materials 25384.70
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Air compressor 7 cmm diesel Hour 8.00 241.30 1930.40
Fuel / Energy charges Hour 8.00 731.40 5851.20
2 Sand blasting equipment Hour 8.00 110.10 880.80
Fuel / Energy charges Hour 8.00 0.00 0.00
Total hire charges of Machinery 8662.40
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Air compressor Hour 8.00 195.90 1567.20
2 Crew for Sand blasting equipment Hour 8.00 204.10 1632.80
3 mazdoor Day 15.00 310.00 4650.00
Total cost of Labour 7850.00
labour component/unit qty 78.50
Add contractor's profit and overhead charges 13.615% 10.70
labour component/unit qty (including contractor's profit) 89.20

ABSTRACT:
A. Cost of Materials Rs: 25384.70
B. Hire charges of Machinery Rs: 8662.40
C. Cost of Labour Rs: 7850.00
Total Rs: 41897.10
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 41897.10
E. Add for transportation upto work site @ 3% Rs: 1256.91
Total Rs: 43154.01
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 5875.42
Total cost for 100.00 sqm Rs: 49029.43
Rate per sqm Rs: 490.30

IRR-GAW-3-2 painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted
surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5
and two super coats with a total thickness of 300 microns
(each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns)
cost of all materials, labour, scaffolding etc., complete with all leads and
all lifts
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 Gates and Allied Works - Item Unit Rates 2014-15

(Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint
instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data
for Upstream side painting)

DATA: Consider 100 sqm area for painting:

Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr

Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 inorganic zinc silicate ltr 12.00 550.00 6600
2 Thinner @ 10% ltr 1.20 140.00 168
3 Solventless Coal tar epoxy paint ltr 40.00 250.00 10000
4 Thinner @ 10% ltr 4.00 140.00 560
Sundries ( brushes,ladders,platforms
5 etc ) 3.00 20.00 60
Total cost of Materials Rs: 17388.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40

Total cost of Machinery Rs: 6564.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 20.00 480.00 9600.00
3 Helper Day 20.00 310.00 6200.00
Total cost of Labour Rs: 16975.40
labour component/unit qty 169.80
Add contractor's profit and overhead charges 13.615% 23.10
labour component/unit qty (including contractor's profit) 192.90

ABSTRACT:
A. Cost of Materials Rs: 17388.00
B. Hire charges of Machinery Rs: 6564.60
C. Cost of Labour Rs: 16975.40
Total Rs: 40928.00
D. Add for excise duty 0 Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 40928.00
E. Add for transportation upto work site @ 0.03 Rs: 1227.84
Total Rs: 42155.84
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 5739.52
Total cost for 100.00 sqm Rs: 47895.36
Rate per sqm Rs: 479.00

IRR-GAW-3-3
painting of Lifting beams,cat walks and other similar structures-painting hoist machinery,
on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred)
40microns/coat and twocoats of alkyd based micaccous iron oxide paint , 65 microns/coat
cost of all materials, labour, scaffolding etc., complete with all leads and
all lifts

DATA: Consider 100 sqm area for painting:

Requirement of materials :

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 Gates and Allied Works - Item Unit Rates 2014-15
Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr
Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 zinc phosphate primer ltr 28.00 200.00 5600
2 Thinner@10% ltr 2.80 140.00 392
alkyd based micaccous iron oxide
3 paint ltr 20.00 185.00 3700
4 Thinner@10% ltr 2.00 140.00 280
Sundries ( brushes,ladders,platforms
5 etc ) 3.00 20.00 60
Total cost of Materials Rs: 10032.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40
Total cost of machinery RS: 6564.60
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 15.00 480.00 7200.00
3 Helper Day 15.00 310.00 4650.00
Total cost of Labour Rs: 13025.40
labour component/unit qty 130.30
Add contractor's profit and overhead charges 13.615% 17.70
labour component/unit qty (including contractor's profit) 148.00

ABSTRACT:
A. Cost of Materials Rs: 10032.00
B. Hire charges of Machinery Rs: 6564.60
C. Cost of Labour Rs: 13025.40
Total Rs: 29622.00
D. Add for excise duty 0 Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 29622.00
E. Add for transportation upto work site @ 0.03 Rs: 888.66
Total Rs: 30510.66
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 4154.03
Total cost for 100.00 sqm Rs: 34664.69
Rate per sqm Rs: 346.60

IRR-GAW-3-4 HOISTS:STRUCTURAL COMPONENTS--painting structurals on sand blasted surfaces with

two coats of zinc phosphate primer (airless spray preferred) 40microns/coat
and one coat 65+/-5 of alkyd based micaccous iron oxide paint
followed by two coats of synthetic enamel paint 25 microns/coat
cost of all materials, labour, scaffolding etc., complete with all leads and
. all lifts
DATA: Consider 100 sqm area for painting:
Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr

Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

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 Gates and Allied Works - Item Unit Rates 2014-15
DATA: RATE ANALYSIS UNIT : 100 sqm
A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 zinc phosphate primer ltr 28.00 200.00 5600
2 Thinner@10% ltr 2.80 140.00 392
alkyd based micaccous iron oxide
3 paint ltr 15.00 185.00 2775
4 Thinner@10% ltr 1.50 140.00 210
5 synthetic enamel paint ltr 17.00 240.00 4080
6 Thinner@10% ltr 1.70 140.00 238
Sundries ( brushes,ladders,platforms
7 etc ) 3.00 20.00 60
Total cost of Materials Rs: 13355.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40
Total cost of Machinery Rs: 6564.60
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 20.00 480.00 9600.00
3 Helper Day 20.00 310.00 6200.00
Total cost of Labour Rs: 16975.40
labour component/unit qty 169.80
Add contractor's profit and overhead charges 13.615% 23.10
labour component/unit qty (including contractor's profit) 192.90

ABSTRACT:
A. Cost of Materials Rs: 13355.00
B. Hire charges of Machinery Rs: 6564.60
C. Cost of Labour Rs: 16975.40
Total Rs: 36895.00
D. Add for excise duty 0 Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 36895.00
E. Add for transportation upto work site @ 0.03 Rs: 1106.85
Total Rs: 38001.85
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 5173.95
Total cost for 100.00 sqm Rs: 43175.80
Rate per sqm Rs: 431.80

IRR-GAW-3-5 HOISTS:machineryCOMPONENTS--painting hoist machinery, on sand blasted surfaces with

one coats of zinc phosphate primer (airless spray preferred) 50microns/coat
and three coats of aluminium paint or synthetic enamel , 25 microns/coat
cost of all materials, labour, scaffolding etc., complete with all leads and
all lifts

DATA: Consider 100 sqm area for painting:

Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr

Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 zinc phosphate primer ltr 14.00 200.00 2800
2 Thinner@10% ltr 1.40 140.00 196

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 Gates and Allied Works - Item Unit Rates 2014-15
aluminium paint or synthetic enamel
3 per coat ltr 26.00 240.00 6240
4 Thinner@10% ltr 2.60 140.00 364
Sundries ( brushes,ladders,platforms
5 etc ) 3.00 20.00 60
Total cost of Materials Rs: 9660.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40
Total cost of Machinery Rs: 6564.60
C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 20.00 480.00 9600.00
3 Helper Day 20.00 310.00 6200.00
Total cost of Labour Rs: 16975.40
labour component/unit qty 169.80
Add contractor's profit and overhead charges 13.615% 23.10
labour component/unit qty (including contractor's profit) 192.90

ABSTRACT:
A. Cost of Materials Rs: 9660.00
B. Hire charges of Machinery Rs: 6564.60
C. Cost of Labour Rs: 16975.40
Total Rs: 33200.00
D. Add for excise duty 0 Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 33200.00
E. Add for transportation upto work site @ 0.03 Rs: 996.00
Total Rs: 34196.00
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 4655.79
Total cost for 100.00 sqm Rs: 38851.79
Rate per sqm Rs: 388.50

IRR-GAW-4 PAINTING WITHOUT SAND BLASTING

IRR-GAW-4-1 E.M Parts OF ALL TYPES OF GATES

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing
dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns
,followed by finishing coats 2 coats with Solventless Coal tar epoxy each coat with a DFT of 150+5 microns
and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all
accessories with all leads and lifts
(in respect of Heavily rusted (30 to 40% rusted) surfaces)

DATA: Consider 100 sqm area for painting:

Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr

Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100.000 Sq.m

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rust cleaner / inhibitor ltr 13 140 1820.00
2 Protective Mastic ltr 25 483 12075.00
3 Thinner@10% ltr 2.5 140.00 350.00
4 Solventless Coal tar epoxy paint ltr 40.00 250.00 10000.00
5 Thinner@10% ltr 4 140.00 560.00
6 Wire brush Nos 2 41.00 82.00
7 Sundries LS 3.00 20.00 60.00

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 Gates and Allied Works - Item Unit Rates 2014-15
Total cost of Materials Rs: 24947.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40
Total cost of Machinery 6564.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 20.00 480.00 9600.00
3 Helper Day 20.00 310.00 6200.00
Total cost of Labour Rs: 16975.40
labour component/unit qty 169.80
Add contractor's profit and overhead charges 13.615% 23.10
labour component/unit qty (including contractor's profit) 192.90

ABSTRACT:
A. Cost of Materials Rs: 24947.00
B. Hire charges of Machinery Rs: 6564.60
C. Cost of Labour Rs: 16975.40
Total Rs: 48487.00
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 48487.00
E. Add for transportation upto work site @ 3% Rs: 1454.61
Total Rs: 49941.61
F. Add for contractor's profit and overheads on
(A+B+C+D+E) 13.615% Rs: 6799.55
Total cost for 100.00 sqm Rs: 56741.16
Rate per sq.meter Rs: 567.40

IRR-GAW-4-3 HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc,

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners
and removing dust. After cleaning,applying primary coat with two coats of Zinc chromite red oxide primer ,
followed by finishing coats 3 coats with synthetic enamel paint with material, labour,and all accessories
with all leads and lifts where surface cleaning by sand blasting is not feasible and based on specific
recommendations of designers, it is to adopt surface preperation done manually by hand and power tool
after cleaning by chemical treatment to remove grease, rust, scaling etc., and to form phasphate coating
to prevent further rusting, before applying primer painting.

DATA: Consider 100 sqm area for painting:

Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr

Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100.000 Sq.m

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rust cleaner / inhibitor ltr 13 140 1820.00
2 Zinc Chromite Red Oxide Primer ltr 28 175 4900.00
3 Thinner@10% ltr 2.8 140.00 392.00
4 Synthetic enamel Paint ltr 17.00 240.00 4080.00
5 Thinner@10% ltr 1.7 140.00 238.00
6 Wire brush Nos 2 41.00 82.00
7 Sundries LS 3.00 20.00 60.00
Total cost of Materials 11572.00

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 Gates and Allied Works - Item Unit Rates 2014-15

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40
Total cost of Machinery 6564.60

C. LABOUR
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 20.00 480.00 9600.00
3 Helper Day 20.00 310.00 6200.00
Total cost of Labour 16975.40
labour component/unit qty 169.80
Add contractor's profit and overhead charges 13.615% 23.10
labour component/unit qty (including contractor's profit) 192.90

ABSTRACT:
A. Cost of Materials Rs. 11572.00
B. Hire charges of Machinery Rs. 6564.60
C. Cost of Labour Rs. 16975.40
Total Rs: 35112.00
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 35112.00
E. Add for transportation upto work site @ 3% Rs: 1053.36
Total Rs: 36165.36
F. Add for contractor's profit and overheads on (A+B+C+D+E)
13.615% Rs: 4923.91
Total cost for 100.00 sqm Rs: 41089.27
Rate per sq.meter 410.90

WALK WAYS( CAT WALKS), LIFTING BEAMS,etc,

IRR-GAW-4-4 Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners
and removing dust. After cleaning,applying primary coat with one coat of Zinc rich epoxy primer to
a thickness of 40 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy with material,
labour and all accessories with all leads and lifts

DATA: Consider 100 sqm area for painting:

Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/Hr

Assume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/Hr

Total time required for 100 Sqm Area 5.71 Hr
Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100.000 Sq.m

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rust cleaner / inhibitor ltr 13 140 1820.00
2 Zinc rich epoxy primer ltr 14 700 9800.00
3 Thinner@10% ltr 1.4 140.00 196.00
4 Solvetnless Coal tar epoxy paint ltr 40 250 10000.00
5 Thinner@10% ltr 4 140.00 560.00
6 Wire brush Nos 2 41 82.00
7 Sundries LS 3 20 60.00
Total cost of Materials Rs: 22518.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40
Hire Charges of Air Compressor-7
2 Cmm (diesel) Hr 6.00 241.30 1447.80
3 Fuel Charges of Air Compressor Hr 6.00 731.40 4388.40

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Total cost of Machinery Rs: 6564.60

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew Charges of Air Compressor Day 6.00 195.90 1175.40
2 Painter Class-I Day 13.00 480.00 6240.00
3 Helper Day 13.00 310.00 4030.00
Total cost of Labour Rs: 11445.40
labour component/unit qty 114.50
Add contractor's profit and overhead charges 13.615% 15.60
labour component/unit qty (including contractor's profit) 130.10

ABSTRACT:
A. Cost of Materials Rs: 22518.00
B. Hire charges of Machinery Rs: 6564.60
C. Cost of Labour Rs: 11445.40
Total Rs: 40528.00
D. Add for excise duty 0.00% Rs: 0.00
(on 75 percent cost excluding cost of materials) Total Rs: 40528.00
E. Add for transportation upto work site @ 3% Rs: 1215.84
Total Rs: 41743.84
F. Add for contractor's profit and overheads on (A+B+C+D+E)
13.615% Rs: 5683.42
Total cost for 100.00 sqm Rs: 47427.26
Rate per sq.meter Rs: 474.30

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CHAPTER-VI

PRELIMINARY AND MAINTENANCE WORKS - Standard Data

(STORED WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

For the Year:2015-16

Index- code
IRR-PMW PRELIMINARY & MAINTENANCE WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead Charges

Seigniorage Charges:
1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.
2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing
the estimate. (i.e., to the data itself)
3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges
while adding Seigniorage Charges to the data in the estimate
Additional Lead and Lift Charges:
1. Unless otherwise specified the basic rates are inclusive of all lifts.
2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate,
the additional lead as follows:
Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total
lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and
unloading charges shall be allowed for any item.
In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate
and hence should not be added again
Example:
Total lead for sand from approved sand quarry : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges
Rs. for 5 km 83.60
Lead charges for next 10Rs.km 125
Total lead charges for 15Rs.
km /cum 208.60
Less 1 km initial lead charges
Rs. /cum 31.30 (-)
Net additional lead charges
Rs./ cum 177.30

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead
charges are to be added as follows:
Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included
in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item.
(same as above)
Example:
Total lead for earth from approved borrow area : 15 Km
Initial lead included in the basic rate in the SR : 1 Km
Additional lead charges : Lead charges
Rs. for 5 km 83.60
Lead charges for next 10Rs.km 125
Total lead charges for 15Rs.
km /cum 208.60
Less 1 km initial lead charges
Rs. /cum 31.30 (-)
Net additional lead charges
Rs./ cum 177.30

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area.
For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the
data without deducting the 50 m initial lead charges

PMW - Work Items

IRR-PMW-1 JUNGLE CLEARANCE :

IRR-PMW-1-1 Clearing thin jungle growth ( more than 50 percent open space ) including bushes
upto 30 cm / parthenium and other weeds including burning or disposing off the same
as directed etc., complete.

DATA: RATE ANALYSIS UNIT : 1000 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1130.00
labour component/unit qty 1.10
Add contractor's profit and overhead charges 13.615% 0.10
labour component/unit qty (including contractor's profit) 1.20

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1130.00
Total Rs: 1130.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 153.85
Total cost for 1000.00 sqm Rs: 1283.85
Rate per sqm (A+B+C+D)/1000.0 Rs. 1.30

IRR-PMW-1-2 Clearing thick jungle growth ( less than 50 percent open space ) including bushes
upto 30 cm / parthenium and other weeds including burning or disposing off the same as
directed etc., complete.

DATA: RATE ANALYSIS UNIT : 1000 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 1750.00
labour component/unit qty 1.80
Add contractor's profit and overhead charges 13.615% 0.20
labour component/unit qty (including contractor's profit) 2.00

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1750.00
Total Rs: 1750.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 238.26
Total cost for 1000.00 sqm Rs: 1988.26
Rate per sqm (A+B+C+D)/1000.0 Rs. 2.00

IRR-PMW-1-3 Removing stumps, tree roots, roots of bamboo clusters etc., upto 1.50 m girth
including excavation, stacking the materials neatly and levelling the surface etc., complete with
initial lead upto 50 m and all lifts.
DATA:

RATE ANALYSIS UNIT : 18 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 720.00
labour component/unit qty 40.00
Add contractor's profit and overhead charges 13.615% 5.40
labour component/unit qty (including contractor's profit) 45.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 720.00
Total Rs: 720.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 98.028
Total cost for 18.00 Nos. Rs: 818.03
Rate per each (A+B+C+D)/18.0 Rs. 45.40

IRR-PMW-1-4 Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 1.50 m
and upto 3.0 m including excavation, stacking the materials neatly and levelling the area etc.,
complete with initial lead upto 50 m and all lifts.
DATA:

RATE ANALYSIS UNIT : 8 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 720.00
labour component/unit qty 90.00
Add contractor's profit and overhead charges 13.615% 12.25
labour component/unit qty (including contractor's profit) 102.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 720.00
Total Rs: 720.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 98.03
Total cost for 8.00 Nos. Rs: 818.00
Rate per each (A+B+C+D)/8.0 Rs. 102.30

IRR-PMW-1-5 Removing stumps, tree roots, roots of bamboo cluster etc., with girth
above 3.0 m and upto 5.0 m including excavation, stacking the materials neatly and levelling
the area etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 5 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1440.00
labour component/unit qty 288.00
Add contractor's profit and overhead charges 13.615% 39.20
labour component/unit qty (including contractor's profit) 327.20

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1440.00
Total Rs: 1440.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 196.06
Total cost for 5.00 Nos. Rs: 1636.06
Rate per each (A+B+C+D)/5.0 Rs. 327.20

IRR-PMW-1-6 Additional rate for every 0.5 m increase in girth of tree stump / stumps of bamboo cluster
beyond 5 m.

DATA: RATE ANALYSIS UNIT : 7 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.22 400.00 88.00
2 mazdoor Day 0.88 310.00 271.25
Total cost of Labour Rs: 359.25
labour component/unit qty 51.30
Add contractor's profit and overhead charges 13.615% 7.00
labour component/unit qty (including contractor's profit) 58.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 359.25
Total Rs: 359.25
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 48.91
Total cost for 7.00 Nos. Rs: 408.16
Rate per each (A+B+C+D)/7.0 Rs. 58.30

IRR-PMW-1-7 Cutting and stacking bamboos excluding removing stumps and roots etc., complete with
initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 150 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 1750.00
labour component/unit qty 11.67
Add contractor's profit and overhead charges 13.615% 1.59
labour component/unit qty (including contractor's profit) 13.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1750.00
Total Rs: 1750.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 238.26
Total cost for 150.00 Nos. Rs: 1988.26
Rate per each (A+B+C+D)/150.0 Rs. 13.30

IRR-PMW-1-8 Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps and
including burning or disposing off the materials as directed with initial lead upto 50 m and all
lifts.

DATA: RATE ANALYSIS UNIT : 100 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1130.00
labour component/unit qty 11.30
Add contractor's profit and overhead charges 13.615% 1.50
labour component/unit qty (including contractor's profit) 12.80

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1130.00
Total Rs: 1130.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 153.85
Total cost for 100.00 Nos Rs: 1283.85
Rate per each (A+B+C+D)/100.0 Rs. 12.80

IRR-PMW-1-9 Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m girth excluding
removal of stumps and including burning or disposing off the materials as directed
with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 50 Nos

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1130.00
labour component/unit qty 22.60
Add contractor's profit and overhead charges 13.615% 3.10
labour component/unit qty (including contractor's profit) 25.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1130.00
Total Rs: 1130.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 153.85
Total cost for 50.00 Nos Rs: 1283.85
Rate per each (A+B+C+D)/50.0 Rs. 25.70

IRR-PMW-1-10 Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps and including
stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 14 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of ropes etc LS 0.25 150.00 37.50
0.00 0.00 0.00
Total cost of Materials Rs: 37.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1030.00
labour component/unit qty 73.60
Add contractor's profit and overhead charges 13.615% 10.00
labour component/unit qty (including contractor's profit) 83.60

ABSTRACT:
A. Cost of Materials Rs: 37.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1030.00
Total Rs: 1067.50
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 145.34
Total cost for 14.00 Nos. Rs: 1212.84
Rate per each (A+B+C+D)/14.0 Rs. 86.60

IRR-PMW-1-11 Cutting trees above 0.6 m and upto 1.2 m girth excluding removal of stumps and including
stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 4 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of ropes etc LS 0.25 150.00 37.50

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
0.00 0.00 0.00
Total cost of Materials Rs: 37.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1030.00
labour component/unit qty 257.50
Add contractor's profit and overhead charges 13.615% 35.10
labour component/unit qty (including contractor's profit) 292.60

ABSTRACT:
A. Cost of Materials Rs: 37.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1030.00
Total Rs: 1067.50
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 145.34
Total cost for 4.00 Nos. Rs: 1212.84
Rate per each (A+B+C+D)/4.0 Rs. 303.20

IRR-PMW-1-12 Cutting trees above 1.2 m and upto 1.8 m girth excluding removal of stumps and including
stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 2 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of ropes etc LS 0.25 150.00 37.50
0.00 0.00 0.00
Total cost of Materials Rs: 37.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1030.00
labour component/unit qty 515.00
Add contractor's profit and overhead charges 13.615% 70.10
labour component/unit qty (including contractor's profit) 585.10

ABSTRACT:
A. Cost of Materials Rs: 37.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1030.00
Total Rs: 1067.50
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 145.34
Total cost for 2.00 Nos. Rs: 1212.84
Rate per each (A+B+C+D)/2.0 Rs. 606.40

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15

IRR-PMW-1-13 Cutting trees above 1.8 m and upto 2.4 m girth excluding removal of stumps and including
stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 1 No.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of ropes etc LS 0.25 150.00 37.50
0.00 0.00 0.00
Total cost of Materials Rs: 37.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 3.00 310.00 930.00
Total cost of Labour Rs: 1030.00
labour component/unit qty 1030.00
Add contractor's profit and overhead charges 13.615% 140.20
labour component/unit qty (including contractor's profit) 1170.20

ABSTRACT:
A. Cost of Materials Rs: 37.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1030.00
Total Rs: 1067.50
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 145.34
Total cost for 1.00 No. Rs: 1212.84
Rate per each (A+B+C+D)/1.0 Rs. 1212.80

IRR-PMW-1-14 Cutting trees above 2.4 m and upto 3.0 m girth excluding removal of stumps and including
stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 1 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of ropes etc LS 0.50 150.00 75.00
0.00 0.00 0.00
Total cost of Materials Rs: 75.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.25 400.00 100.00
2 mazdoor Day 5.00 310.00 1550.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total cost of Labour Rs: 1650.00
labour component/unit qty 1650.00
Add contractor's profit and overhead charges 13.615% 224.60
labour component/unit qty (including contractor's profit) 1874.60

ABSTRACT:
A. Cost of Materials Rs: 75.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1650.00
Total Rs: 1725.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 234.86
Total cost for 1.00 Nos. Rs: 1959.86
Rate per each (A+B+C+D)/1.0 Rs. 1959.90

IRR-PMW-1-15 Additional rate for cutting tree for every 0.5 m increase in girth of tree beyond 3 m.

DATA: RATE ANALYSIS UNIT : 1 No

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of ropes etc LS 0.15 150.00 22.50
0.00 0.00 0.00
Total cost of Materials Rs: 22.50

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.10 400.00 40.00
2 mazdoor Day 1.75 310.00 542.50
Total cost of Labour Rs: 582.50
labour component/unit qty 582.50
Add contractor's profit and overhead charges 13.615% 79.30
labour component/unit qty (including contractor's profit) 661.80

ABSTRACT:
A. Cost of Materials Rs: 22.50
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 582.50
Total Rs: 605.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 82.37
Total cost for 1.00 No Rs: 687.37
Rate per each (A+B+C+D)/1.0 Rs. 687.40

IRR-PMW-1-16 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with
initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 1000 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 12.00 310.00 3720.00
Total cost of Labour Rs: 4120.00
labour component/unit qty 4.10
Add contractor's profit and overhead charges 13.615% 0.60
labour component/unit qty (including contractor's profit) 4.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4120.00
Total Rs: 4120.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 560.94
Total cost for 1000.00 sqm Rs: 4680.94
Rate per sqm (A+B+C+D)/1000.0 Rs. 4.70

IRR-PMW-2 PRELIMINARY WORKS :

IRR-PMW-2-1 Earthwork excavation for trial pits / borrow pits and other investigation works in all kinds of
soil including boulders upto 30 cm dia and disposing off excavated soil as directed with lead
upto 10 m and lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 2060.00
labour component/unit qty 206.00
Add contractor's profit and overhead charges 13.615% 28.05
labour component/unit qty (including contractor's profit) 234.00

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2060.00
Total Rs: 2060.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 280.47
Total cost for 10.00 cum Rs: 2340.47
Rate per cum (A+B+C+D)/100.0 Rs. 234.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15

IRR-PMW-2-2 Earthwork excavation for trial pits / borrow pits and other investigation works in soft
rock including disposing off the excavated rock as directed with lead upto 10 m and lift
upto 3 m.

DATA: RATE ANALYSIS UNIT : 10 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 0.50 400.00 200.00
2 Crowbarman Day 1.00 370.00 370.00
3 mazdoor Day 7.50 310.00 2325.00
Total cost of Labour Rs: 2895.00
labour component/unit qty 289.50
Add contractor's profit and overhead charges 13.615% 39.40
labour component/unit qty (including contractor's profit) 328.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2895.00
Total Rs: 2895.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 394.15
Total cost for 10.00 cum Rs: 3289.15
Rate per cum (A+B+C+D)/10.0 Rs. 328.90

IRR-PMW-2-3 Conducting geophysical investigation studies by electrical resistivity method in

stages of 5m for sub-surface details such as depth of formations, shear zones, classification
of strata, depth of water table etc., including cost of all materials, equipments, labour,
analysing and reporting the details of field studies conducted etc., complete excluding cost of
transportation arrangements.

DATA: RATE ANALYSIS UNIT : 20 Stages

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sundries ( misc. consumables ) 5.00 20.00 100.00
0.00 0.00 0.00
Total cost of Materials Rs: 100.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Electric resistivity meter Hour 8.00 99.00 792.00
Battery / charging cost etc @ 20% 158.40
Total hire charges of Machinery Rs: 950.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Geophysist / Geologist Day 2.00 790.00 1580.00
2 Graduate Engineer Day 1.00 790.00 790.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
3 Lab Assistant Day 1.00 480.00 480.00
4 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 4090.00
labour component/unit qty 204.50
Add contractor's profit and overhead charges 13.615% 27.80
labour component/unit qty (including contractor's profit) 232.30

ABSTRACT:
A. Cost of Materials Rs: 100.00
B. Hire charges of Machinery Rs: 950.40
C. Cost of Labour Rs: 4090.00
Total Rs: 5140.40
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 699.87
Total cost for 20.00 Stages Rs: 5840.27
Rate per stage (A+B+C+D)/20.0 Rs. 292.00

IRR-PMW-2-4 Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined
upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water
charges, reaming, collection of wash samples at suitable intervals, logging and lebelling,
supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc.,
complete for depth upto 30 m from surface.
Note: 1. For drilling through over-burden beyond 30 m from surface increase the basic rate per
Rm by 10 percent.

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of casing shoe bit Rm 3.00 116.67 350.00
2 Use rate of reamer shell Rm 3.00 28.61 85.83
3 Use rate of extension rod set 16.5 m Rm 3.00 1.84 5.51
4 Use rate of honne core box Rm 3.00 259.88 779.63
Total cost of Materials Rs: 1220.97

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Core drilling machine Hour 1.00 319.00 319.00
Fuel / Energy charges Hour 1.00 243.80 243.80
2 5 hp pump ( diesel ) 2 Nos. Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
3 Sundries ( samplers etc ) LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 785.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Core drilling machine Hour 1.00 265.20 265.20
2 Crew for Pump Hour 2.00 103.60 207.20
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1092.40
labour component/unit qty 364.10
Add contractor's profit and overhead charges 13.615% 49.60
labour component/unit qty (including contractor's profit) 413.70

ABSTRACT:
A. Cost of Materials Rs: 1220.97
B. Hire charges of Machinery Rs: 785.80
C. Cost of Labour Rs: 1092.40
Total Rs: 3099.17
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 421.95
Total cost for 3.00 Rm Rs: 3521.12
Rate per Rm (A+B+C+D)/3.0 Rs. 1173.70

IRR-PMW-2-5 Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit vertical / inclined
upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
charges, collection of core samples, logging and lebelling, supplying honne wood core box
and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of diamond core bit Rm 3.00 848.00 2544.00
2 Use rate of reamer shell Rm 3.00 85.83 257.50
3 Use rate of double tube core barrel Rm 3.00 228.40 685.20
4 Use rate of extension rod set 16.5 m Rm 3.00 24.49 73.46
5 Use rate of honne core box Rm 3.00 584.72 1754.16
Total cost of Materials Rs: 5314.31

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Core drilling machine Hour 8.00 319.00 2552.00
Fuel / Energy charges Hour 8.00 243.80 1950.40
2 5 hp pump ( diesel ) 2 Nos. Hour 16.00 10.20 163.20
Fuel / Energy charges Hour 16.00 81.30 1300.80
3 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 6066.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Core drilling machine Hour 8.00 265.20 2121.60
2 Crew for Pump Hour 16.00 103.60 1657.60
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 4399.20
labour component/unit qty 1466.40
Add contractor's profit and overhead charges 13.615% 199.70
labour component/unit qty (including contractor's profit) 1666.10

ABSTRACT:
A. Cost of Materials Rs: 5314.31
B. Hire charges of Machinery Rs: 6066.40
C. Cost of Labour Rs: 4399.20
Total Rs: 15779.91
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 2148.44
Total cost for 3.00 Rm Rs: 17928.35
Rate per Rm (A+B+C+D)/3.0 Rs. 5976.10

NOTE: 1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the basic
rate per Rm by 25 percent.
2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the basic
rate per Rm by 40 percent.

IRR-PMW-2-5-A
New Item 2014-15-
5 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including
Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /
inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour,
water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m from
surface for Primary and Secondary Holes Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Har

DATA: For drilling upto 30 m from surface the rate of drilling is assumed at 3 m per day for analysis.
For rate analysis combination of diamond bit and reamer shell is assumed.
500 m long 25 mm dia GI pipe line and 50 m long 25 mm dia water hose are assumed.
For 30 m drilling average 16.5 m extension rods with coupling sleeves required.
Use rate of materials :
Cost of NX diamond core bit @ Rs: 12720.00 / Each Rs: 12720.00
Life of diamond core bit in all types of rock (other than hard rock) : 10.57 m
Use rate of diamond core bit per m drilling ( cost / life ) Rs: 1203.41
Cost of reamer shell @ Rs: 5150.00 / Each Rs: 5150.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Life of reamer shell in all types of rock (other than hard rock) : 100 m
Use rate of reamer shell per m drilling ( cost / life ) Rs: 51.50
Cost of 16.5 m extension rod @ Rs: 2226.00 / Rm Rs: 36729.00
Life of extension rods : 2500 m
Use rate of 16.5 m length extension rods ( cost / life ) Rs: 14.69

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of diamond core bit Rm 3.00 1203.41 3610.22
2 Use rate of reamer shell Rm 3.00 51.50 154.50
4 Use rate of extension rod set 16.5 m Rm 3.00 14.69 44.07
Total cost of Materials Rs: 3808.79

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Core drilling machine Hour 4.78 319.00 1523.54
Fuel / Energy charges Hour 4.78 243.80 1164.39
2 5 hp pump ( diesel ) 2 Nos. Hour 9.55 10.20 97.43
Fuel / Energy charges Hour 9.55 81.30 776.58
3 Sundries LS 2.99 20.00 59.80
Total hire charges of Machinery Rs: 3621.74

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Core drilling machine Hour 4.78 265.20 1266.60
2 Crew for Pump Hour 9.55 103.60 989.38
3 mazdoor Day 1.19 310.00 368.90
Total cost of Labour Rs: 2624.88
labour component/unit qty 875.00
Add contractor's profit and overhead charges 13.615% 119.10
labour component/unit qty (including contractor's profit) 994.10

ABSTRACT:
A. Cost of Materials Rs: 3808.79
B. Hire charges of Machinery Rs: 3621.74
C. Cost of Labour Rs: 2624.88
Total Rs: 10055.41
D. Add for contractor's profit and overheads on 13.615% Rs: 1369.04
Total cost for 3.00 Rm Rs: 11424.45
Rate per Rm (A+B+C+D)/3.0 Rs. 3808.20

NOTE: 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m
upto 60 m from surface increase the basic rate per Rm by 25 percent.
2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from
surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.

IRR-PMW-2-5-B
New Item 2014-15-
6 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including
Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /
inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour,
water charges, collection of core samples, logging and lebelling, supplying honne wood core box
and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface
for Test Holes

DATA: For drilling upto 30 m from surface the rate of drilling is assumed at 3 m per day for analysis.
For rate analysis combination of diamond bit and reamer shell is assumed.
500 m long 25 mm dia GI pipe line and 50 m long 25 mm dia water hose are assumed.
For 30 m drilling average 16.5 m extension rods with coupling sleeves required.
Use rate of materials :
Cost of NX diamond core bit @ Rs: 12720.00 / Each Rs: 12720.00
Life of diamond core bit in all types of rock (other than hard rock) : 10.57 m
Use rate of diamond core bit per m drilling ( cost / life ) Rs: 1203.41
Cost of reamer shell @ Rs: 5150.00 / Each Rs: 5150.00
Life of reamer shell in all types of rock (other than hard rock) : 100 m

332
 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Use rate of reamer shell per m drilling ( cost / life ) Rs: 51.50
Cost of double core barrel @ Rs: 13704.00 / Each Rs: 13704.00
Life of double tube core barrel : 100 m
Use rate of double tube core barrel per m drilling ( cost / life ) Rs: 137.04
Cost of 16.5 m extension rod @ Rs: 2226.00 / Rm Rs: 36729.00
Life of extension rods : 2500 m
Use rate of 16.5 m length extension rods ( cost / life ) Rs: 14.69
Honne wood core box 1.5 x 0.32 x 0.12 m
Honne wood 0.033 cum @ Rs: 56700.00 / cum Rs: 1871.10
Add for fixtures and painting @ 10% Rs: 187.11
Add for labour charges @ 15% Rs: 280.67
Cost of one box for storing 4 m samples Rs: 2338.88
Use rate of core box per m drilling Rs: 584.72

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of diamond core bit Rm 3.00 1203.41 3610.22
2 Use rate of reamer shell Rm 3.00 51.50 154.50
3 Use rate of double tube core barrel Rm 3.00 137.04 411.12
4 Use rate of extension rod set 16.5 m Rm 3.00 14.69 44.07
5 Use rate of honne core box Rm 3.00 584.72 1754.16
Total cost of Materials Rs: 5974.07

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Core drilling machine Hour 4.78 319.00 1523.54
Fuel / Energy charges Hour 4.78 243.80 1164.39
2 5 hp pump ( diesel ) 2 Nos. Hour 9.55 10.20 97.43
Fuel / Energy charges Hour 9.55 81.30 776.58
3 Sundries LS 2.99 20.00 59.80
Total hire charges of Machinery Rs: 3621.74

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Core drilling machine Hour 4.78 265.20 1266.60
2 Crew for Pump Hour 9.55 103.60 989.59
3 mazdoor Day 1.19 310.00 370.14
Total cost of Labour Rs: 2626.32
labour component/unit qty 875.40
Add contractor's profit and overhead charges 13.615% 119.20
labour component/unit qty (including contractor's profit) 994.60

ABSTRACT:
A. Cost of Materials Rs: 5974.07
B. Hire charges of Machinery Rs: 3621.74
C. Cost of Labour Rs: 2626.32
Total Rs: 12222.13
D. Add for contractor's profit and overheads on 13.615% Rs: 1664.04
Total cost for 3.00 Rm Rs: 13886.18
Rate per Rm (A+B+C+D)/3.0 Rs. 4628.70

NOTE: 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m
upto 60 m from surface increase the basic rate per Rm by 25 percent.
2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from
surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.

IRR-PMW-2-6 Drilling 47 mm (BX )dia core hole in hard rock using diamond core bit vertical / inclined
upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water
charges,collection of core samples,logging, lebelling, supplying honne wood core box
and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:

333
 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of diamond core bit Rm 3.00 706.67 2120.00
2 Use rate of reamer shell Rm 3.00 85.83 257.50
3 Use rate of double tube core barrel Rm 3.00 228.40 685.20
4 Use rate of extension rod set 16.5 m Rm 3.00 24.49 73.46
5 Use rate of honne core box Rm 3.00 584.72 1754.16
Total cost of Materials Rs: 4890.31

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Core drilling machine Hour 8.00 319.00 2552.00
Fuel / Energy charges Hour 8.00 243.80 1950.40
2 5 hp pump ( diesel ) 2 Nos. Hour 16.00 10.20 163.20
Fuel / Energy charges Hour 16.00 81.30 1300.80
3 Sundries LS 5.00 20.00 100.00
Total hire charges of Machinery Rs: 6066.40

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Core drilling machine Hour 8.00 265.20 2121.60
2 Crew for Pump Hour 16.00 103.60 1657.60
3 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 4399.20
labour component/unit qty 1466.40
Add contractor's profit and overhead charges 13.615% 199.70
labour component/unit qty (including contractor's profit) 1666.10

ABSTRACT:
A. Cost of Materials Rs: 4890.31
B. Hire charges of Machinery Rs: 6066.40
C. Cost of Labour Rs: 4399.20
Total Rs: 15355.91
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 2090.71
Total cost for 3.00 Rm Rs: 17446.62
Rate per Rm (A+B+C+D)/3.0 Rs. 5815.50

NOTE: 1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the
basic rate for drilling upto 30 m from surface by 25 percent per Rm.
2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the basic
rate for drilling upto 30 m from surface by 40 percent per Rm.

IRR-PMW-2-6-A
New Item 2014-15-
7 Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard Rock) including
Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /
inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour,
water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m

DATA: For drilling upto 30 m from surface the rate of drilling is assumed at 3 m per day for analysis.
For rate analysis combination of diamond bit and reamer shell is assumed.
500 m long 25 mm dia GI pipe line and 50 m long 25 mm dia water hose are assumed.
For 30 m drilling average 16.5 m extension rods with coupling sleeves required.
Use rate of materials :
Cost of BX diamond core bit @ Rs: 10600.00 / Each Rs: 10600.00
Life of diamond core bit in all types of rock (other than hard rock) : 10.57 m
Use rate of diamond core bit per m drilling ( cost / life ) Rs: 1002.84
Cost of reamer shell @ Rs: 5150.00 / Each Rs: 5150.00
Life of reamer shell in all types of rock (other than hard rock) : 100 m
Use rate of reamer shell per m drilling ( cost / life ) Rs: 51.50
Cost of 16.5 m extension rod @ Rs: 2226.00 / Rm Rs: 36729.00
Life of extension rods : 2500 m
Use rate of 16.5 m length extension rods ( cost / life ) Rs: 14.69

Data: RATE ANALYSIS UNIT : 3.00 Rm

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Use rate of diamond core bit Rm 3.00 1002.84 3008.51
2 Use rate of reamer shell Rm 3.00 51.50 154.50
4 Use rate of extension rod set 16.5 m Rm 3.00 14.69 44.07
Total cost of Materials Rs: 3207.09

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Core drilling machine Hour 4.78 319.00 1523.54
Fuel / Energy charges Hour 4.78 243.80 1164.39
2 5 hp pump ( diesel ) 2 Nos. Hour 9.55 10.20 97.43
Fuel / Energy charges Hour 9.55 81.30 776.58
3 Sundries LS 2.99 20.00 59.80
Total hire charges of Machinery Rs: 3621.74

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Core drilling machine Hour 4.78 265.20 1266.60
2 Crew for Pump Hour 9.55 103.60 989.38
3 mazdoor Day 1.19 310.00 368.90
Total cost of Labour Rs: 2624.88
labour component/unit qty 875.00
Add contractor's profit and overhead charges 13.615% 119.10
labour component/unit qty (including contractor's profit) 994.10

ABSTRACT:
A. Cost of Materials Rs: 3207.09
B. Hire charges of Machinery Rs: 3621.74
C. Cost of Labour Rs: 2624.88
Total Rs: 9453.71
D. Add for contractor's profit and overheads on 13.615% Rs: 1287.12
Total cost for 3.00 Rm Rs: 10740.83
Rate per Rm (A+B+C+D)/3.0 Rs. 3580.30

NOTE: 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m
upto 60 m from surface increase the basic rate per Rm by 25 percent.
2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from
surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.

IRR-PMW-2-7 Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary / demarcation /

chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in
position, murum filling etc., complete with lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 18 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rough stone 20x20x75 cm Each 18.00 23.00 414.00
2 Murrum cum 1.00 115.00 115.00
Total cost of Materials Rs: 529.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Stone chiseller Cl- I Day 1.00 415.00 415.00
3 mazdoor Day 3.00 310.00 930.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total cost of Labour Rs: 1745.00
labour component/unit qty 96.90
Add contractor's profit and overhead charges 13.615% 13.20
labour component/unit qty (including contractor's profit) 110.10

ABSTRACT:
A. Cost of Materials Rs: 529.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1745.00
Total Rs: 2274.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 309.61
Total cost for 18.00 Nos. Rs: 2583.61
Rate per each (A+B+C+D)/18.0 Rs. 143.50

IRR-PMW-2-8 Providing and fixing 20 x 20 x 75 cm size temporary bench mark stone in CC 1 : 4 : 8

using 40 mm down size graded coarse aggregate including cost of all materials, labour,
dressing top surface, engraving BM data etc.,complete with lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rough stone 20x20x75 cm Each 10.00 23.00 230.00
2 Cement for CC & top finishing kg 91.00 6.30 573.30
3 Coarse aggregate 40-20 mm cum 0.25 1145.00 286.25
Coarse aggregate 20-10 mm cum 0.15 1210.00 181.50
Coarse aggregate 10-4.75 mm cum 0.10 875.00 87.50
4 Sand (Un-Screened ) cum 0.25 560.00 140.00
Total cost of Materials Rs: 1498.55

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Stone chiseller Cl- I Day 3.00 415.00 1245.00
3 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 2885.00
labour component/unit qty 288.50
Add contractor's profit and overhead charges 13.615% 39.30
labour component/unit qty (including contractor's profit) 327.80

ABSTRACT:
A. Cost of Materials Rs: 1498.55
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2885.00
Total Rs: 4383.55
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 596.82
Total cost for 10.00 Nos. Rs: 4980.37
Rate per each (A+B+C+D)/10.0 Rs. 498.00
NOTE: For providing 30 cm thick compacted murum bed in B.C soil area including
additional excavation for thickness of murum bedding add per
Each Rs: 4.00

IRR-PMW-2-9 Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6

block of size 90 x 90 x 120 cm using 40 mm down size graded coarse aggregate and providing
35 cm thick 30 cm high UCR masonry in CM 1 : 5 proportion protective wall alround the BM
stone, including cost of all materials, labour, dressing top surface of stone, engraving BM data
on top surface, excavation, finishing, curing etc., complete with lead upto 50 m and all lifts.

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Data: RATE ANALYSIS UNIT : 1 No.
A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rough stone 20x20x75 cm Each 1.00 23.00 23.00
2 Cement kg 262.00 6.30 1650.60
3 Coarse aggregate 40-20 mm cum 0.50 1145.00 572.50
Coarse aggregate 20-10 mm cum 0.30 1210.00 363.00
Coarse aggregate 10-4.75 mm cum 0.20 875.00 175.00
4 Rubble stone at quarry cum 0.25 330.00 82.50
5 Stone chips at quarry cum 0.04 360.00 14.40
6 Sand (Un-Screened ) cum 0.60 560.00 336.00
Total cost of Materials Rs: 3217.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Stone chiseller Cl- I Day 0.50 415.00 207.50
3 Mason Cl- II Day 1.00 370.00 370.00
4 mazdoor Day 5.00 310.00 1550.00
Total cost of Labour Rs: 2527.50
labour component/unit qty 2527.50
Add contractor's profit and overhead charges 13.615% 344.10
labour component/unit qty (including contractor's profit) 2871.60

ABSTRACT:
A. Cost of Materials Rs: 3217.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2527.50
Total Rs: 5744.50
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 782.11
Total cost for 1.00 No. Rs: 6526.61
Rate per each (A+B+C+D)/1.0 Rs. 6526.60

IRR-PMW-3 MAINTENANCE WORKS :

IRR-PMW-3-1 Removing dry stone rock-toe / rivetment and filter layers below rock-toe/ rivetment
including stacking all materials separately as directed with initial lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 105 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Cl- II Day 6.00 370.00 2220.00
3 mazdoor Day 48.00 310.00 14880.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total cost of Labour Rs: 17500.00
labour component/unit qty 166.70
Add contractor's profit and overhead charges 13.615% 22.70
labour component/unit qty (including contractor's profit) 189.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 17500.00
Total Rs: 17500.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 2382.63
Total cost for 105.00 cum Rs: 19882.63
Rate per cum (A+B+C+D)/105.0 Rs. 189.40

IRR-PMW-3-2 Re-constructing 60 cm thick hand packed rough stone revetment with through
stones at 1.5 m c / c over a backing of 45 cm thick graded filter media consisting of sand,
10 mm and 40 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick
each using sand from approved quarry and stones and filter aggregates obtained from
revetment removed for re-construction including cost of all machinery, labour, laying filter and
stones to specified slopes, wedging with chips, finishing etc. complete with initial
lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Sand (Un-Screened ) ( from quarry) cum 15.30 560.00 8568.00
2 Coarse aggregate 10 mm (available) cum 15.30 0.00 0.00
3 Coarse aggr. 40-20 mm ( available) cum 15.30 0.00 0.00
4 Stone chips ( available ) cum 9.00 0.00 0.00
5 Rough stones ( available ) cum 57.60 0.00 0.00
6 Through stones ( available ) Nos 44.00 0.00 0.00
Total cost of Materials Rs: 8568.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Cl- II Day 5.00 370.00 1850.00
3 mazdoor Day 33.00 310.00 10230.00
Total cost of Labour Rs: 12480.00
labour component/unit qty 124.80
Add contractor's profit and overhead charges 13.615% 17.00
labour component/unit qty (including contractor's profit) 141.80

ABSTRACT:
A. Cost of Materials Rs: 8568.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 12480.00
Total Rs: 21048.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 2865.69
Total cost for 100.00 sqm Rs: 23913.69
Rate per sqm (A+B+C+D)/100.0 Rs. 239.10

IRR-PMW-3-3 Re-constructing dry rubble rock-toe and filter media for rock-toe consisting of
sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm
thick each using sand from approved quarry and stones and filter aggregates obtained from
rock-toe removed for re-construction including cost of all machinery, labour, laying filter and

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto
50 m and all lifts.

Data: RATE ANALYSIS UNIT : 100 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Rubble ( available ) cum 58.20 0.00 0.00
2 Stone chips ( available ) cum 8.70 0.00 0.00
3 80-20 mm filter ( available ) cum 19.40 0.00 0.00
4 20 mm down filter ( available ) cum 12.10 0.00 0.00
5 Sand (Un-Screened) ( fresh from quarry ) cum 9.80 560.00 5488.00
Total cost of Materials Rs: 5488.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Cl- II Day 7.00 370.00 2590.00
3 mazdoor Day 48.00 310.00 14880.00
Total cost of Labour Rs: 17870.00
labour component/unit qty 178.70
Add contractor's profit and overhead charges 13.615% 24.30
labour component/unit qty (including contractor's profit) 203.00

ABSTRACT:
A. Cost of Materials Rs: 5488.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 17870.00
Total Rs: 23358.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 3180.19
Total cost for 100.00 cum Rs: 26538.19
Rate per cum (A+B+C+D)/100.0 Rs. 265.40

IRR-PMW-3-4 Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCC / Other types
of slab lining set in CM 1 : 3 including flush cement mortar pointing in CM 1 : 3 with
lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Cement 43 Gr kg 101.00 6.30 636.30
2 Sand (Screened ) cum 0.21 760.00 159.60
Total cost of Materials Rs: 795.90

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class I Day 4.00 415.00 1660.00
3 mazdoor Day 6.00 310.00 1860.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
4 Cartman with Double Bullock cart for water Day 1.00 425.00 425.00
Total cost of Labour Rs: 4345.00
labour component/unit qty 43.50
Add contractor's profit and overhead charges 13.615% 5.90
labour component/unit qty (including contractor's profit) 49.40

ABSTRACT:
A. Cost of Materials Rs: 795.90
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4345.00
Total Rs: 5140.90
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 699.93
Total cost for 100.00 sqm Rs: 5840.83
Rate per sqm (A+B+C+D)/100.0 Rs. 58.40

IRR-PMW-3-5 Removing and resetting disturbed dry rubble / khandki stone pitching 25 to 45 cm
thick including packing, wedging, finishing etc., complete with all leads and lifts.

Data: RATE ANALYSIS UNIT : 100 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 Mason Class II Day 6.00 370.00 2220.00
3 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 4480.00
labour component/unit qty 44.80
Add contractor's profit and overhead charges 13.615% 6.10
labour component/unit qty (including contractor's profit) 50.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 4480.00
Total Rs: 4480.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 609.95
Total cost for 100.00 sqm Rs: 5089.95
Rate per sqm (A+B+C+D)/100.0 Rs. 50.90

IRR-PMW-3-6 Removing and refixing disturbed chainage / demarcation / hectometre / guard stones
including excavation, back filling etc., complete with all leads and lifts.

DATA: RATE ANALYSIS UNIT : 18 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1020.00
labour component/unit qty 56.67
Add contractor's profit and overhead charges 13.615% 7.72
labour component/unit qty (including contractor's profit) 64.40

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1020.00
Total Rs: 1020.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 138.87
Total cost for 18.00 Nos. Rs: 1158.87
Rate per each (A+B+C+D)/18.0 Rs. 64.40

IRR-PMW-3-7 Removing and refixing disturbed km stone / sign board / hecto-metre stone etc., including
excavation, back filling with available stuff after refixing, forming base platform of size 90 x 90 x
7.5 cm including watering, ramming etc complete with all leads and lifts.

DATA: RATE ANALYSIS UNIT : 8 Nos.

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 1020.00
labour component/unit qty 127.50
Add contractor's profit and overhead charges 13.615% 17.36
labour component/unit qty (including contractor's profit) 144.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1020.00
Total Rs: 1020.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 138.87
Total cost for 8.00 Nos. Rs: 1158.87
Rate per each (A+B+C+D)/18.0 Rs. 144.90

IRR-PMW-3-8 Providing impervious hearting for breached / damaged portion of embankment

with soil from approved borrow areas in layers of 10 to 15 cm before compaction including

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
cost of all materials, machinery, labour, all operations such as collection of soil, sorting out,
spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each
layer to density control of not less than 98 percent or as stipulated by rolling or
by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

Data: RATE ANALYSIS UNIT : 480 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer Hour 5.00 1715.50 8577.50
Fuel / Energy charges Hour 5.00 625.30 3126.50
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 4 Nos. Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40
Fuel / Energy charges Hour 2.00 81.30 162.60
5 Water tanker 8000 ltr Hour 4.00 402.50 1610.00
Fuel / Energy charges Hour 4.00 307.20 1228.80
6 Vibratory pad foot roller 8 tonne Hour 6.00 1342.20 8053.20
Fuel / Energy charges Hour 6.00 1056.40 6338.40
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 65207.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 4.00 221.00 884.00
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 5.00 165.80 829.00
6 Crew for Roller Hour 6.00 244.90 1469.40
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 12606.80
labour component/unit qty 26.30
Add contractor's profit and overhead charges 13.615% 3.60
labour component/unit qty (including contractor's profit) 29.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 65207.80
C. Cost of Labour Rs: 12606.80
Total Rs: 77814.60
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 10594.46
Total cost for 480.00 cum Rs: 88409.06
Rate per cum (A+B+C+D)/480.0 Rs. 184.20

IRR-PMW-3-9 Providing pervious/semi-pervious casing for breached / damaged portion of

embankment with soil from approved borrow areas in layers of 10 to 15 cm before
compaction including cost of all materials, machinery, labour, all operations such as collection
of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering,
compacting each layer to density control of not less than 98 percent or as stipulated by rolling
or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

Data: RATE ANALYSIS UNIT : 325 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.

342
 Preliminary and Maintenance Works - Item Unit Rates 2014-15
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.50 1715.50 6004.25
Fuel / Energy charges Hour 3.50 625.30 2188.55
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 3 Nos. Hour 24.00 446.70 10720.80
Fuel / Energy charges Hour 24.00 307.20 7372.80
4 Pump 5 hp ( diesel ) Hour 1.50 10.20 15.30
Fuel / Energy charges Hour 1.50 81.30 121.95
5 Water tanker 8000 ltr Hour 3.00 402.50 1207.50
Fuel / Energy charges Hour 3.00 307.20 921.60
6 Vibratory pad foot roller 8 tonne Hour 4.00 1342.20 5368.80
Fuel / Energy charges Hour 4.00 1056.40 4225.60
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 50112.75

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.50 221.00 773.50
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 24.00 165.80 3979.20
4 Crew for Pump Hour 1.50 103.60 155.40
5 Crew for Water tanker Hour 3.00 165.80 497.40
6 Crew for Roller Hour 4.00 244.90 979.60
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 10193.10
labour component/unit qty 31.40
Add contractor's profit and overhead charges 13.615% 4.30
labour component/unit qty (including contractor's profit) 35.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 50112.75
C. Cost of Labour Rs: 10193.10
Total Rs: 60305.85
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 8210.64
Total cost for 325.00 cum Rs: 68516.49
Rate per cum (A+B+C+D)/325.0 Rs. 210.80

IRR-PMW-3-10 Providing impervious hearting for breached / damaged portion of embankment with
soil from approved dump areas in layers of 10 to 15 cm before compaction including cost
of all materials, machinery, labour, all operations such as collection of soil,sorting out,
spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each
layer to density control of not less than 98 percent or as stipulated by rolling or by using
mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

Data: RATE ANALYSIS UNIT : 612 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer Hour 4.00 1715.50 6862.00
Fuel / Energy charges Hour 4.00 625.30 2501.20

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 446.70 17868.00
Fuel / Energy charges Hour 40.00 307.20 12288.00
4 Pump 5 hp ( diesel ) Hour 4.00 10.20 40.80
Fuel / Energy charges Hour 4.00 81.30 325.20
5 Water tanker 8000 ltr Hour 7.00 402.50 2817.50
Fuel / Energy charges Hour 7.00 307.20 2150.40
6 Vibratory pad foot roller 8 tonne Hour 7.50 1342.20 10066.50
Fuel / Energy charges Hour 7.50 1056.40 7923.00
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 74808.20

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 4.00 221.00 884.00
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 40.00 165.80 6632.00
4 Crew for Pump Hour 4.00 103.60 414.40
5 Crew for Water tanker Hour 7.00 165.80 1160.60
6 Crew for Roller Hour 7.50 244.90 1836.75
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 15355.75
labour component/unit qty 25.10
Add contractor's profit and overhead charges 13.615% 3.40
labour component/unit qty (including contractor's profit) 28.50

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 74808.20
C. Cost of Labour Rs: 15355.75
Total Rs: 90163.95
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 12275.82
Total cost for 612.00 cum Rs: 102439.77
Rate per cum (A+B+C+D)/612.0 Rs. 167.40

IRR-PMW-3-11 Providing pervious /semi-pervious casing for breached /damaged portion of embankment
with soil from approved dump areas in layers of 10 to 15 cm before compaction including
cost of all materials, machinery, labour, all operations such as collection of soil, sorting out,
spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each
layer to density control of not less than 98 percent or as stipulated by rolling or by using
mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

Data: RATE ANALYSIS UNIT : 440 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Angle dozer 90 hp Hour 3.00 1715.50 5146.50
Fuel / Energy charges Hour 3.00 625.30 1875.90
2 Shovel 0.50 cum capacity Hour 8.00 1003.10 8024.80
Fuel / Energy charges Hour 8.00 487.60 3900.80
3 Tippers 5.00 cum capacity 4 Nos. Hour 32.00 446.70 14294.40
Fuel / Energy charges Hour 32.00 307.20 9830.40
4 Pump 5 hp ( diesel ) Hour 3.00 10.20 30.60
Fuel / Energy charges Hour 3.00 81.30 243.90
5 Water tanker 8000 ltr Hour 6.00 402.50 2415.00
Fuel / Energy charges Hour 6.00 307.20 1843.20
6 Vibratory pad foot roller 8 tonne Hour 5.50 1342.20 7382.10

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Fuel / Energy charges Hour 5.50 1056.40 5810.20
7 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 60837.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Crew for Dozer Hour 3.00 221.00 663.00
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 32.00 165.80 5305.60
4 Crew for Pump Hour 3.00 103.60 310.80
5 Crew for Water tanker Hour 6.00 165.80 994.80
6 Crew for Roller Hour 5.50 244.90 1346.95
7 work inspector Day 2.00 400.00 800.00
8 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 13049.15
labour component/unit qty 29.70
Add contractor's profit and overhead charges 13.615% 4.00
labour component/unit qty (including contractor's profit) 33.70

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 60837.80
C. Cost of Labour Rs: 13049.15
Total Rs: 73886.95
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 10059.71
Total cost for 440.00 cum Rs: 83946.66
Rate per cum (A+B+C+D)/440.0 Rs. 190.80

IRR-PMW-3-12 Repairing rain cuts / resectioning canal slopes to required lines and grades as directed
using available soil including dressing, clod breaking, packing, tamping etc., complete with
all leads and lifts.

DATA: RATE ANALYSIS UNIT : 1000 sqm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 work inspector Day 1.00 400.00 400.00
2 mazdoor Day 8.00 310.00 2480.00
Total cost of Labour Rs: 2880.00
labour component/unit qty 2.88
Add contractor's profit and overhead charges 13.615% 0.39
labour component/unit qty (including contractor's profit) 3.30

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2880.00
Total Rs: 2880.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 392.11
Total cost for 1000.00 sqm Rs: 3272.11
Rate per sqm (A+B+C+D)/1000.0 Rs. 3.30

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15

IRR-PMW-3-13 Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushing
including chiselling and removing leached lime deposit and disposing off all the waste material
out side adits in specified location etc., complete with all leads and lifts.

DATA: RATE ANALYSIS UNIT : 100 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Wire brush Each 5.00 41.00 205.00
2 Coir brush Each 10.00 40.00 400.00
3 Sundries ( brooms, gloves etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 645.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 Chiseller Cl II Day 2.00 370.00 740.00
2 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 2600.00
labour component/unit qty 26.00
Add contractor's profit and overhead charges 13.615% 3.50
labour component/unit qty (including contractor's profit) 29.50

ABSTRACT:
A. Cost of Materials Rs: 645.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 2600.00
Total Rs: 3245.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 441.81
Total cost for 100.00 Rm Rs: 3686.81
Rate per Rm (A+B+C+D)/100.0 Rs. 36.90

IRR-PMW-3-14 Cleaning dam parapet inner face and top using oxalic acid and water by scrubbing /
brushing and washing to remove all surface coatings etc., complete .

DATA: RATE ANALYSIS UNIT : 100 Rm

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 Oxalic acid ltr 5.00 80.00 400.00
2 Wire brush Each 5.00 41.00 205.00
3 Coir brush Each 10.00 40.00 400.00
4 Sundries ( brooms, gloves etc ) LS 2.00 20.00 40.00
Total cost of Materials Rs: 1045.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 1860.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
labour component/unit qty 18.60
Add contractor's profit and overhead charges 13.615% 2.50
labour component/unit qty (including contractor's profit) 21.10

ABSTRACT:
A. Cost of Materials Rs: 1045.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1860.00
Total Rs: 2905.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 395.52
Total cost for 100.00 Rm Rs: 3300.52
Rate per Rm (A+B+C+D)/100.0 Rs. 33.00

IRR-PMW-3-20 Excavation and removal of silt and silt mixed with sand from canal bed in dry condition
including disposing off the same in spoil bank or on the canal embankment in layers as
directed etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 4.00 310.00 1240.00
Total cost of Labour Rs: 1240.00
labour component/unit qty 124.00
Add contractor's profit and overhead charges 13.615% 16.90
labour component/unit qty (including contractor's profit) 140.90

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1240.00
Total Rs: 1240.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 168.83
Total cost for 10.00 cum Rs: 1408.83
Rate per cum (A+B+C+D)/10.0 Rs. 140.90

IRR-PMW-3-21 Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed
including disposing off the same in spoil bank or on the canal embankment in layers as
directed etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 12 cum

A. MATERIALS:
Sl No particulars Unit Quantity Rate Amount
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00

B. MACHINERY:
Sl No Description Unit Quantity Rate Amount

347
 Preliminary and Maintenance Works - Item Unit Rates 2014-15
in Rs. in Rs.
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total hire charges of Machinery Rs: 0.00

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs.
1 mazdoor Day 6.00 310.00 1860.00
Total cost of Labour Rs: 1860.00
labour component/unit qty 155.00
Add contractor's profit and overhead charges 13.615% 21.10
labour component/unit qty (including contractor's profit) 176.10

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 0.00
C. Cost of Labour Rs: 1860.00
Total Rs: 1860.00
D. Add for contractor's profit and overheads on
(A+B+C) 13.615% Rs: 253.24
Total cost for 12.00 cum Rs: 2113.24
Rate per cum (A+B+C+D)/12.0 Rs. 176.10

IRR-PMW-3-22 Providing homogeneous embankment using soil from approved borrow

area in layers of 25 to 30 cm before compaction including cost of all
New Item5 - 2010-11
(For Minor Works) materials, machinery, labour, all operations such as excavation, sorting out,
transportation, spreading soil in layer of specified thickness, breaking clods,
sectioning,etc.,complete with initial lead upto 1 km and all lifts.

RATE ANALYSIS
A. MATERIALS: Unit: 807.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 2.70 1715.50 4631.85
Fuel / Energy charges Hour 2.70 625.30 1688.31
2 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80
Fuel / Energy charges Hour 8.00 893.90 7151.20
3 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 446.70 17868.00
Fuel / Energy charges Hour 40.00 307.20 12288.00
Total hire charges of Machinery Rs: 57280.16

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 2.70 221.00 596.70
2 Crew for Shovel Hour 8.00 221.00 1768.00
3 Crew for Tipper Hour 40.00 165.80 6632.00
4 work inspector Day 1.00 400.00 400.00
5 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 10016.70
labour component/unit qty 12.40
Add contractor's profit and overhead charges 13.615% 1.70
labour component/unit qty (including contractor's profit) 14.10

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 57280.16
C. Cost of Labour Rs: 10016.70
Total Rs: 67296.86
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 9162.47
Total cost for 807.00 cum Rs: 76459.33
Rate per cum (A+B+C+D)/807 Rs: 94.70

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
IRR-PMW-3-23 Providing homogeneous embankment using soil from approved borrow
New Item6 - 2010-11 area in layers of 25 to 30 cm before compaction including cost of all
(For Minor Works) materials, machinery, labour, all operations such as watering, compacting
to density control of not less than 95 percent or as stipulated using
8T roller etc., complete with initial lead upto 1 km and all lifts.

RATE ANALYSIS
A. MATERIALS: UNIT : 807.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Angle dozer 90 hp Hour 2.70 1715.50 4631.85
Fuel / Energy charges Hour 2.70 625.30 1688.31
2 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00
Fuel / Energy charges Hour 4.00 38.50 154.00
3 Water tanker 8000 ltr Hour 8.00 402.50 3220.00
Fuel / Energy charges Hour 8.00 307.20 2457.60
4 Vibratory pad foot roller 8 tonne Hour 6.40 1342.20 8590.08
Fuel / Energy charges Hour 6.40 1056.40 6760.96
5 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 27554.80

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Crew for Dozer Hour 2.70 221.00 596.70
4 Crew for Pump Hour 4.00 77.70 310.80
5 Crew for Water tanker Hour 8.00 165.80 1326.40
6 Crew for Roller Hour 6.40 244.90 1567.36
7 work inspector Day 1.00 400.00 400.00
8 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 4821.26
labour component/unit qty 6.00
Add contractor's profit and overhead charges 13.615% 0.80
labour component/unit qty (including contractor's profit) 6.80

ABSTRACT:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 27554.80
C. Cost of Labour Rs: 4821.26
Total Rs: 32376.06
D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 4408
Total cost
for 807.00 cum Rs: 36784.06
Rate per cum (A+B+C+D)/807 Rs: 45.60

IRR-PMW-3-24 Providing homogeneous embankment using soil from approved borrow

New Item 7 - 2010-11 area in layers of 25 to 30 cm before compaction including cost of all
materials, machinery, labour, all operations such as compacting
to density control of not less than 90 percent or as stipulated using
2T roller etc., complete with initial lead upto 1 km and all lifts.

RATE ANALYSIS
A. MATERIALS: UNIT : 807.00 cum
Sl No Particulars Unit Quantity Rate Amount
in Rs. in Rs
1 NIL 0.00 0.00 0.00
0.00 0.00 0.00
Total cost of Materials Rs: 0.00
B. MACHINERY:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 Tractor with 2T Roller Hour 10.00 345.00 3450.00
2 Sundries LS 2.00 20.00 40.00
Total hire charges of Machinery Rs: 3490.00

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15

C. LABOUR:
Sl No Description Unit Quantity Rate Amount
in Rs. in Rs
1 work inspector Day 0.50 400.00 200.00
2 mazdoor Day 2.00 310.00 620.00
Total cost of Labour Rs: 820.00
labour component/unit qty 1.00
Add contractor's profit and overhead charges 13.615% 0.10
labour component/unit qty (including contractor's profit) 1.10

ABSTRAC
T:
A. Cost of Materials Rs: 0.00
B. Hire charges of Machinery Rs: 3490.00
C. Cost of Labour Rs: 820.00
Total Rs: 4310.00
D.Add for contractor's profit and overheads on 13.615% Rs. 586.8065
Total cost for 807.00 cum Rs: 4896.81
Rate per cum (A+B+C+D)/807 Rs: 6.10

IRR-PMW-3-25 Weed Removal by Manual Means

(New Item 2012-13-3)

IRR-PMW-3-25(a) Removal of Water Hyacinth up to 30 cm thick

RATE ANALYSIS
Unit : 2000 Sqm
A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total Cost of Materials Rs. 0.00

B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Work Inspector Day 3.5 400.00 1400
2 Mazdoor Day 28 310.00 8680
Total Cost of Labour Rs. 10080.00

ABSTRACT:
A.COST OF MATERIALS Rs. 0.00
B.COST OF MACHINERY Rs. 0.00
C.COST OF LABOUR Rs. 10080.00
Total 10080.00
D. Add for Contractor's Profit and overheads 13.615% 1372.39
Total Cost for removal weed in the extent of 2000 Sqm 11452.39
Rate per Sqm (A+B+C+D)/2000 5.7

IRR-PMW-3-25(b) Removal of Water Hyacinth beyond 30 cm thick

RATE ANALYSIS
Unit : 2000 Sqm
A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total Cost of Materials Rs. 0.00

B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0

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 Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Work Inspector Day 5 400.00 2000
2 Mazdoor Day 38 310.00 11780
Total Cost of Labour Rs. 13780.00

ABSTRACT:
A.COST OF MATERIALS Rs. 0.00
B.COST OF MACHINERY Rs. 0.00
C.COST OF LABOUR Rs. 13780.00
Total 13780.00
D. Add for Contractor's Profit and overheads 13.615% 1876.15
Total Cost for removal weed in the extent of 2000 Sqm 15656.15
Rate per Sqm (A+B+C+D)/2000 7.8

IRR-PMW-3-25(c) Clearing Alchi Tilla

RATE ANALYSIS
Unit : 2000 Sqm
A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total Cost of Materials Rs. 0.00

B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Work Inspector Day 3 400.00 1200
2 Mazdoor Day 26 310.00 8060
Total Cost of Labour Rs. 9260.00

ABSTRACT:
A.COST OF MATERIALS Rs. 0.00
B.COST OF MACHINERY Rs. 0.00
C.COST OF LABOUR Rs. 9260.00
Total 9260.00
D. Add for Contractor's Profit and overheads 13.615% 1260.75
Total Cost for removal weed in the extent of 2000 Sqm 10520.75
Rate per Sqm (A+B+C+D)/2000 5.3

IRR-PMW-3-25(d) Removal of Jammu

RATE ANALYSIS
Unit : 2000 Sqm
A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total Cost of Materials Rs. 0.00

B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Work Inspector Day 2.5 400.00 1000

351
 Preliminary and Maintenance Works - Item Unit Rates 2014-15
2 Mazdoor Day 22 310.00 6820
Total Cost of Labour Rs. 7820.00

ABSTRACT:
A.COST OF MATERIALS Rs. 0.00
B.COST OF MACHINERY Rs. 0.00
C.COST OF LABOUR Rs. 7820.00
Total 7820.00
D. Add for Contractor's Profit and overheads 13.615% 1064.69
Total Cost for removal weed in the extent of 2000 Sqm 8884.69
Rate per Sqm (A+B+C+D)/2000 4.4

IRR-PMW-3-25(e) Removal of Imponea, Cornea

RATE ANALYSIS
Unit : 2000 Sqm
A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total Cost of Materials Rs. 0.00

B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Work Inspector Day 3 400.00 1200
2 Mazdoor Day 26 310.00 8060
Total Cost of Labour Rs. 9260.00

ABSTRACT:
A.COST OF MATERIALS Rs. 0.00
B.COST OF MACHINERY Rs. 0.00
C.COST OF LABOUR Rs. 9260.00
Total 9260.00
D. Add for Contractor's Profit and overheads 13.615% 1260.75
Total Cost for removal weed in the extent of 2000 Sqm 10520.75
Rate per Sqm (A+B+C+D)/2000 5.3

IRR-PMW-3-25(f) Removal of Natchu, goobi, thooti, etc.

RATE ANALYSIS
Unit : 2000 Sqm
A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total Cost of Materials Rs. 0.00

B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 NIL 0 0 0
Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Work Inspector Day 1.2 400.00 480
2 Mazdoor Day 8 310.00 2480
Total Cost of Labour Rs. 2960.00

ABSTRACT:
A.COST OF MATERIALS Rs. 0.00
B.COST OF MACHINERY Rs. 0.00

352
 Preliminary and Maintenance Works - Item Unit Rates 2014-15
C.COST OF LABOUR Rs. 2960.00
Total 2960.00
D. Add for Contractor's Profit and overheads 13.615% 403.00
Total Cost for removal weed in the extent of 2000 Sqm 3363.00
Rate per Sqm (A+B+C+D)/2000 1.7

IRR-PMW-3-26
New Item 2014-15-
8 PAINTING OF SLUICES FOR MAINTENANCE WORKS
Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners
and removing dust. After cleaniong, applying primary coat with one coat of Zinc rich
epoxy primer to a thickness of 100 microns, followed by finishing coats 2 coats with
Coal tar epoxy with material, labour, and all accessories with all leads and lifts.

Data: Rate Analysis Unit: 100 Sqm

A. Materials
Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.
1 Rust Cleaner/ Inhibitor ltr 13 140.00 1820
2 Zinc rich epoxy primer ltr 14 700.00 9800
3 Thinner@10% ltr 1.4 140.00 196
4 Coal Tar epoxy paint ltr 40 220 8800
5 Thinner@10% ltr 4 140.00 560
6 Wire Brush ltr 2 41 82
Sundries (brushes, Ladders,
7 platforms) LS 3 20 60
Total Cost of Materials 21318

B. Machinery
Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.
NIL
Total Cost of Machinery 0

C. Labour
Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.
1 Painter Class-II Day 20 370.00 7400
2 Helper Day 20 310.00 6200
Total Cost of Machinery 13600
Labour Component/ Unit Qty. 136
Add Contractor's Profit and and Overhead Charges @ 13.615% 18.52
Labour Component/ Unit Qty (including contractor' profit) 154.52

ABSTRACT:
A. Cost of Materials: 21318
B. Hire Charges of Machinery 0
C. Cost of Labour 13600
Total 34918
D. Add for Excise Duty on 75% cost excluding cost of materials) 0% 0
Total 34918
E. Add for transportation Charges upto worksite @ 3% 1047.54
Total 35965.54
F. Add for Contractor's Profit and Overhead Charges @ 14% 13.615% 4896.71
Total Cost per 100 Sqm 40862.248
Rate per Sqm 408.6

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 Manual works - 2014-15

(Common to all Departments)

Index_code
COM_MWRK A. Manual Works
New extra items-- common item for all earth works using only manual labour
for all other works without involving contractors
COM_MWRK-1 (Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for
foundations of canal cross drainage and other appurtenant structures
and placing excavated stuff neatly in specified dump area or disposing
off the same as directed etc., complete with initial lead upto 10 m and per cum 103.30
initial lift upto 1.5 m. (WIthout involving the contractors for specified works )
With 3 Cum per day output

COM_MWRK-2 (Manual)Excavation in all kinds of soil/ HDR including boulders upto 0.30 m dia. for
foundations of canal cross drainage and other appurtenant structures
and placing excavated stuff neatly in specified dump area or disposing
off the same as directed etc., complete with initial lead upto 10 m and per cum 124.00
initial lift upto 1.5 m. (WIthout involving the contractors for specified works )
With 2.5 Cum per day output

COM_MWRK-3 (Manual)Excavation in soft rock (including F&F) without blasting, including boulders upto 0.30 m dia.
for foundations of canal cross drainage and other appurtenant structures
and placing excavated stuff neatly in specified dump area or disposing
off the same as directed etc., complete with initial lead upto 10 m and per cum 233.10
initial lift upto 1.5 m. (WIthout involving the contractors for specified works )
Soft rock 1.33 Cum/Day

COM_MWRK-4 (Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for
foundations of canal cross drainage and other appurtenant structures
and placing excavated stuff neatly in specified dump area or disposing
off the same as directed etc., complete with initial lead upto 10 m and per cum 462.70
initial lift upto 1.5 m. (WIthout involving the contractors for specified works )
Hard rock 0.67Cum/ day

355
 COM-LDLFT-2014-15

COM-LDLFT Chapter VII

LEAD/LIFT/LOADING & UNLOADING CHARGES

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)
FOR THE YEAR : 2015-16

LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS

COM-LDLFT 1. For total lead upto 150 m ( including initial lead ) lead charges by head load only shall be
adopted irrespective of mode of conveyance.
2. For total lead exceeding 150 m conveyance by mechanical means only shall be adopted
irrespective of mode of conveyance.
3. The rates for loading at quarry including idle hire charges of trucks and hire charges per for
each kilometer and upto 5 km are cumulative and inclusive of total charges for preceding lead.
4. Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones
are for loose volume and not for compacted or in-situ volume.
5. The rates for lift charges,lead charges, hire charges are cumulative and inclusive of
rates for preceding lift,lead and hire charges
6. Lift charges are not payable where conveyance of materials is by mechanical means to
final placing point.
7. Loading and unloading charges are not payable for conveyance by head load.
8. Loading charges are not payable for conveyance by mechanical means for disposal of
excavated materials beyond initial lead of 50 m wherever specified.
9. Loading and unloading charges are not payable for conveyance by mechanical means for
disposal of excavated materials beyond initial lead of 1 km wherever specified.
10. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble,
size stone and cut stone are inclusive of stacking.
11. Hire charges are per 1KM for tippers and trucks for tranport of materials from work site to dump
yard and other places are cumulative& includes previous km upto 5 kms
12. The lead & lift charges are inclusive of contractor's profit and overhead charges of 14%

FOR THE YEAR: 2015-16

COM-LDLFT-1 A. (Lead) Conveyance Charges for materials by head load
Earth / Sand
/Gravel / Murrum/ Cement /
PCC slab/ Shahbad
Total distance Lime/ Surki/ Size Reinforce-
slab / CC block/ BS
Sl No. ( Total lead includes initial stone / Cut stone ment steel
slab/ Late-rite / Wood
lead ) Rubble / Coarse Str steel
Rs / cum
aggregate Rs/ Rs / tonne
Cum
1 2 3 4 5
Total lead upto 50 m
1 (covered by item rate) initial lead initial lead initial lead
2 Total lead upto 100 m 50.30 29.40 64.00
3 Total lead upto 150 m 100.60 58.70 128.10

Notes: 1. No loading or unloading charges are admissible for conveyance by head load.
2. For total lead exceeding 150 m conveyance charges by mechanical means only shall
be adopted irrespective of mode of conveyance.
3. The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

COM-LDLFT-2 B.( Lead) Conveyance charges for machinery per kilometer for transporting materials
by tippers and trucks excluding loading, unloading and idle hire charges of machinery.
FOR THE YEAR: 2015-16
( No loading and unloading charges allowed for machinery loading and unloading )

(Lead)
charges for (Lead) charges
(Lead) charges trucks and for trucks and
(Lead) charges for (Lead) (Lead)
for trucks and tippers for tippers per
trucks and tippers for charges charges
tippers for Earth Rubble/Size cu.meter for
Cement/ Steel/ RCC for per for trucks
Sl No. Distance / Sand /Gravel / stones/ Cut PCC slabs/
poles/ AC & GI sheets/ cu.meter per 1000
Murrum/ Lime/ Stones/ Shahabad
Packed for water/ Nos. of
Surki/ per Coarse slabs/ CC &
materials/tonne 1000 litres Bricks
cu.meter aggregate Laterite blocks/
per Wood/ cum
cu.meter
1 2 3 4 5 6 7 8
1 Lead upto 1 km 31.30 30.20 18.90 44.50 18.70 50.40
2 Lead upto 2 km 43.90 42.30 26.50 62.30 26.10 70.60
3 Lead upto 3 km 58.50 58.50 36.60 86.10 34.80 94.10
4 Lead upto 4 km 71.10 71.10 44.40 104.50 42.30 114.20
5 Lead upto 5 km 83.60 83.60 52.20 122.90 49.70 134.40
for Every km beyond 5 km
6 upto 30 km 12.50 12.50 7.80 18.40 7.50 20.20

7 for Every km beyond 30 km 10.50 10.50 6.50 15.40 6.20 16.80

Note: The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

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 COM-LDLFT-2014-15

COM-LDLFT-3 C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)
Rubble/ size
Earth / Sand stone/ cut
/Gravel stone/ brick work
steel in
Sl No. Description of item Murrum/ / Surki/ Coarse cement in Rs/tonne Rs/1000
Rs./tonne
aggregate,Li No
Rs / cum me in
Rs/cum
1 2 3 4 5 6 7
1 Loading 16.80 33.50 55.40 66.30 46.10
2 Unloading 8.40 16.75 55.40 66.30 46.10
Note: The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

COM-LDLFT-4 D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )
Rubble/ size
Earth / Sand stone/ cut
/Gravel stone/ brick work
steel in
Sl No. Description of item Murrum/ / Surki/ Coarse cement in Rs/tonne Rs/1000
Rs./tonne
aggregate,Li No
Rs / cum me in
Rs/cum
1 2 3 4 5 6 7
1 Loading 108.40 125.20 156.10 167.10 212.40
2 Unloading 38.80 62.60 156.10 167.10 212.40
Note: The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)
Rubble/ size
Earth / Sand stone/ cut
/Gravel stone/
COM-LDLFT-5 Sl No. Description of item Murrum/ / Surki/ Coarse
aggregate,Li
Rs / cum me in
Rs/cum
1 2 3 4
1 Loading 52.00 103.90
2 Unloading 15.80 15.80
Note: The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

Earth / Sand
/Gravel PCC slab/
Murrum/ Lime/ Cement / Shahbad
Total lift Surki/ Reinforce- slab / CC
COM-LDLFT-6 Sl No. ( Total lift includes initial lift Size stone / Cut ment steel block/ BS
) stone Str steel slab / Laterite
Rubble / Coarse Rs / tonne / Wood
aggregate Rs / cum
Rs / cum
1 2 3 4 5
Total lift upto 3 m (covered
1 by item rate) Initial lift Initial lift Initial lift
2 For Every 1.00 Lift beyond 5.90 4.20 7.80
initial lift of 3 meters

DETAILED DATA

LEAD / LIFT / LOADING & UNLOADING CHARGES - DATA RATES

Note: The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

I. GENERAL DATA FOR LEAD / LIFT / LOADING & UNLOADING:

A . DATA FOR LEAD CHARGES BY HEAD LOAD :

For the purpose of working out conveyance charges by head load the category of materials as
classified in ( I ) above are grouped together as under :
CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate /
Rubble stone / Size stone / Cut stone
In this group materials which are comperatively lighter and generally conveyed by head load
by light / heavy mazdoor are included. Method of conveyance, approximate weight per load
and time required to cover specified additional distance will be generally same
Therefore common data is considered for conveyance by head load for materials under this category.

CATEGORY : Cement in bag / Reinforcement steel / Structural steel sections

In this group the materials in packed / rolled / fabricated condition which are heavier per load
compared to the materials under Category above and which can not be split into small
quantities for the purpose of conveyance are included. The unit of measurement for these
materials is per tonne.

CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood
In this group the materials in moulded condition / cut to standard size which are heavier per
load compared to materials under Category above are included.

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 COM-LDLFT-2014-15

COM-DTL-LDLFT-1 A. (Lead) Conveyance Charges for materials by head load

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone
/ Size stone / Cut stone
Lead: Upto 50 m :
This is initial lead and cost is covered under item basic rate.

Lead: Upto 100 m :

Average distance to be covered beyond initial lead of 50 m 25 m
Average speed of conveyance by head load 60 m / minute
Round trip cycle time for 25 m considering 50 min/ hr working
( 2 x 25 x 60 / 50 / 60 ) 1 min
No. of trips per day for additional lead ( 8 x 60 / 1 ) 480
Quantity of material by head load per load 0.015 cum
Quantity of material by head load per day ( 480 x 0.015 ) say 7 cum
Deploy one mazdoor for every 50 m additional lead beyond initial lead.
Unit: 7 cum
Rate
Sl No. Description Unit Quantity in Rs. Amount in Rs.
1 Mazdoor Day 1 310 310
Total Rs: 310
Contractor's profit and
overhead charges 13.615% 42.21
Total for materials under this Category 7 cum Rs: 352.21
Rate per cum Rs: 50.30

Lead: Upto 150 m :

Average distance to be covered beyond initial of 50 m : 50 m
Deploy two mazdoors for conveyance beyond initial lead.
Unit: 7 cum
Rate
Sl No. Description Unit Quantity in Rs. Amount in Rs.
1 Mazdoor Day 2 310 620
Total Rs: 620
Contractor's profit and
overhead charges 13.615% 84.41
Total for materials under this Category 7 cum Rs: 704.41
Rate per cum Rs: 100.60

CATEGORY : Cement in bag / Reinforcement steel / Structural steel sections

Lead: Upto 50 m :
This is initial lead and cost is covered under item basic rate.

Lead: Upto 100 m :

Average distance to be covered beyond initial lead of 50 m 25 m
Average speed of conveyance by head load 30 m / minute
Round trip cycle time for 25 m considering 50 min/ hr working
( 2 x 25 x 60 / 50 / 30 ) 2 min
No. of trips per day for lead upto 100 m ( 8 x 60 / 2 ) 240
Quantity of material by head load per load 50 kg
Quantity of material by head load per day ( 240 x 50 / 1000 ) 12 tonne
Deploy one mazdoor for every 50 m additional lead beyond initial lead.
Unit: 12 tonne
Sl No. Description Unit Quantity Rate in Rs. Amount in Rs.
Cement /steel handling
1 mazdoor Day 1 310 310
Total Rs: 310
Contractor's profit and
overhead charges 13.615% 42.21
Total for materials under this Category 12.00 tonne Rs: 352.21
Rate per tonne Rs: 29.40

Lead: Upto 150 m :

Average distance to be covered beyond initial of 50 m : 50 m
Deploy two mazdoors for conveyance beyond initial lead.
Unit: 12 tonne
Sl No. Description Unit Quantity Rate in Rs. Amount in Rs.
Cement /steel handling
1 Mazdoor Day 2 310 620
Total Rs: 620
Contractor's profit and
overhead charges 13.615% 84.41
Total for materials under this Category 12.00 tonne Rs: 704.41
Rate per tonne Rs: 58.70

CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

Lead: Upto 50 m :
This is initial lead and cost is covered under item basic rate.

Lead: Upto 100 m :

Average distance to be covered beyond initial lead of 50 m 25 m
Average speed of conveyance by head load 40 m / minute
Round trip cycle time for 25 m considering 50 min/ hr working
( 2 x 25 x 60 / 50 / 40 ) 1.5 min

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 COM-LDLFT-2014-15

No. of trips per day for lead upto 100 m ( 8 x 60 / 1.5 ) 320
Quantity of material by head load per load 0.017 cum
Quantity of material by head load per day ( 320 x 0.017 ) say 5.5 cum
Deploy one mazdoor for every 50 m additional lead beyond initial lead.
Unit: 5.5 cum
Sl No. Description Unit Quantity Rate in Rs. Amount in Rs.
1 Mazdoor Day 1 310 310
Total Rs: 310
Contractor's profit and
overhead charges 13.615% 42.21
Total for materials under this Category 5.5 cum Rs: 352.21
Rate per cum Rs: 64.00

Lead: Upto 150 m :

Average distance to be covered beyond initial of 50 m : 50 m
Deploy two mazdoors for conveyance beyond initial lead.
Unit: 5.5 cum
Sl No. Description Unit Quantity Rate in Rs. Amount in Rs.
1 Mazdoor Day 2 310 620
Total Rs: 620
Contractor's profit and
overhead charges 13.615% 84.41
Total for materials under this Category 5.5 cum Rs: 704.41
Rate per cum Rs: 128.10

COM-DTL-LDLFT-2 B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks
excluding loading, unloading and idle hire charges of machinery.

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki /

For total lead upto 1 km Unit: 5 cum

Sl No. Description Unit Quantity Rate in Rs. Amount in Rs.
1 Tipper hire charges Hour 0.15 446.70 67.01
Fuel charges Hour 0.15 307.20 46.08
2 Crew charges Hour 0.15 165.80 24.87
Total Rs: 137.96
Contractor's profit and
overhead charges 13.615% 18.78
Total for 5 cum Rs: 156.74
Rate per cum 31.30

For total lead more than 1 km upto 2 km Unit: 5 cum

Sl No. Description Unit Quantity Rate in Rs. Amount in Rs.
1 Tipper hire charges Hour 0.21 446.70 93.81
Fuel charges Hour 0.21 307.20 64.51
2 Crew charges Hour 0.21 165.80 34.82
Total Rs: 193.14
Contractor's profit and
overhead charges 13.615% 26.30
Total for 5 cum Rs: 219.44
Rate per cum 43.90

For total lead more than 2 km upto 3 km Unit: 5 cum

Amount
Sl No. Description Unit Quantity Rate in Rs. in Rs.
1 Tipper hire charges Hour 0.28 446.70 125.08
Fuel charges Hour 0.28 307.20 86.02
2 Crew charges Hour 0.28 165.80 46.42
Total Rs: 257.52
Contractor's profit and
overhead charges 13.615% 35.06
Total for 5 cum Rs: 292.58
Rate per cum 58.50

For total lead more than 3 km upto 4 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.34 446.70 151.88
Fuel charges Hour 0.34 307.20 104.45
2 Crew charges Hour 0.34 165.80 56.37
Total Rs: 312.70
Contractor's profit and
overhead charges 13.615% 42.57
Total for 5 cum Rs: 355.27
Rate per cum 71.10

For total lead more than 4 km upto 5 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.4 446.70 178.68
Fuel charges Hour 0.4 307.20 122.88
2 Crew charges Hour 0.4 165.80 66.32
Total Rs: 367.88

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 COM-LDLFT-2014-15

Contractor's profit and

overhead charges 13.615% 50.09
Total for 5 cum Rs: 417.97
Rate per cum 83.60

For lead beyond 5 km upto 30 km for every km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.06 446.70 26.80
Fuel charges Hour 0.06 307.20 18.43
2 Crew charges Hour 0.06 165.80 9.95
Total Rs: 55.18
Contractor's profit and
overhead charges 13.615% 7.51
Total for 5 cum Rs: 62.69
Rate per cum 12.50

For lead beyond 30 km for every km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.05 446.70 22.34
Fuel charges Hour 0.05 307.20 15.36
2 Crew charges Hour 0.05 165.80 8.29
Total Rs: 45.99
Contractor's profit and
overhead charges 13.615% 6.26
Total for 5 cum Rs: 52.25
Rate per cum 10.50

CATEGORY : Coarse aggregate / Rubble stone / Size stone / Cut stone

For total lead upto 1 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck hire charges Hour 0.15 414.10 62.12
Fuel charges Hour 0.15 307.20 46.08
2 Crew charges Hour 0.15 165.80 24.87
Total Rs: 133.07
Contractor's profit and
overhead charges 13.615% 18.12
Total for 5 cum Rs: 151.19
Rate per cum 30.20

For total lead more than 1 km upto 2 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck hire charges Hour 0.21 414.10 86.96
Fuel charges Hour 0.21 307.20 64.51
2 Crew charges Hour 0.21 165.80 34.82
Total Rs: 186.29
Contractor's profit and
overhead charges 13.615% 25.36
Total for 5 cum Rs: 211.65
Rate per cum 42.30

For total lead more than 2 km upto 3 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.28 446.70 125.08
Fuel charges Hour 0.28 307.20 86.02
2 Crew charges Hour 0.28 165.80 46.42
Total Rs: 257.52
Contractor's profit and
overhead charges 13.615% 35.06
Total for 5 cum Rs: 292.58
Rate per cum 58.50

For total lead more than 3 km upto 4 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.34 446.70 151.88
Fuel charges Hour 0.34 307.20 104.45
2 Crew charges Hour 0.34 165.80 56.37
Total Rs: 312.70
Contractor's profit and
overhead charges 13.615% 42.57
Total for 5 cum Rs: 355.27
Rate per cum 71.10

For total lead more than 4 km upto 5 km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.4 446.70 178.68
Fuel charges Hour 0.4 307.20 122.88
2 Crew charges Hour 0.4 165.80 66.32

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 COM-LDLFT-2014-15

Total Rs: 0.00 367.88

Contractor's profit and
overhead charges 13.615% 50.09
Total for 5 cum Rs: 417.97
Rate per cum 83.60

For lead beyond 5 km upto 30 km for every km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.06 446.70 26.80
Fuel charges Hour 0.06 307.20 18.43
2 Crew charges Hour 0.06 165.80 9.95
Total Rs: 55.18
Contractor's profit and
overhead charges 13.615% 7.51
Total for 5 cum Rs: 62.69
Rate per cum 12.50

For lead beyond 30 km for every km Unit: 5 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.05 446.70 22.34
Fuel charges Hour 0.05 307.20 15.36
2 Crew charges Hour 0.05 165.80 8.29
Total Rs: 45.99
Contractor's profit and
overhead charges 13.615% 6.26
Total for 5 cum Rs: 52.25
Rate per cum 10.50

CATEGORY : Cement/ Steel/ Pipes/ RCC poles/ AC & GI sheets/ Packed materials

For total lead upto 1 km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck hire charges Hour 0.15 414.10 62.12
Fuel charges Hour 0.15 307.20 46.08
2 Crew charges Hour 0.15 165.80 24.87
Total Rs: 133.07
Contractor's profit and
overhead charges 13.615% 18.12
Total for 8 tonne Rs: 151.19
Rate per tonne 18.90

For total lead more than 1 km upto 2 km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck hire charges Hour 0.21 414.10 86.96
Fuel charges Hour 0.21 307.20 64.51
2 Crew charges Hour 0.21 165.80 34.82
Total Rs: 186.29
Contractor's profit and
overhead charges 13.615% 25.36
Total for 8 tonne Rs: 211.65
Rate per tonne 26.50

For total lead more than 2 km upto 3 km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.28 446.70 125.08
Fuel charges Hour 0.28 307.20 86.02
2 Crew charges Hour 0.28 165.80 46.42
Total Rs: 257.52
Contractor's profit and
overhead charges 13.615% 35.06
Total for 8 tonne Rs: 292.58
Rate per tonne 36.60

For total lead more than 3 km upto 4 km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.34 446.70 151.88
Fuel charges Hour 0.34 307.20 104.45
2 Crew charges Hour 0.34 165.80 56.37
Total Rs: 312.70
Contractor's profit and
overhead charges 13.615% 42.57
Total for 8 tonne Rs: 355.27
Rate per tonne 44.40

For total lead more than 4 km upto 5 km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.4 446.70 178.68
Fuel charges Hour 0.4 307.20 122.88

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 COM-LDLFT-2014-15

2 Crew charges Hour 0.4 165.80 66.32

Total Rs: 367.88
Contractor's profit and
overhead charges 13.615% 50.09
Total for 8 tonne Rs: 417.97
Rate per tonne 52.20

For lead beyond 5 km upto 30 km for every km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.06 446.70 26.80
Fuel charges Hour 0.06 307.20 18.43
2 Crew charges Hour 0.06 165.80 9.95
Total Rs: 55.18
Contractor's profit and
overhead charges 13.615% 7.51
Total for 8 tonne Rs: 62.69
Rate per tonne 7.80

For lead beyond 30 km for every km Unit: 8 tonne

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.05 446.70 22.34
Fuel charges Hour 0.05 307.20 15.36
2 Crew charges Hour 0.05 165.80 8.29
Total Rs: 45.99
Contractor's profit and
overhead charges 13.615% 6.26
Total for 8 tonne Rs: 52.25
Rate per tonne 6.50

CATEGORY : PCC slabs/ Shahabad slabs/ BS slabs/ CC & Laterite blocks/ Wood

For total lead upto 1 km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck hire charges Hour 0.15 414.10 62.12
Fuel charges Hour 0.15 307.20 46.08
2 Crew charges Hour 0.15 165.80 24.87
Total Rs: 133.07
Contractor's profit and
overhead charges 13.615% 18.12
Total for 3.4 cum Rs: 151.19
Rate per cum 44.50

For total lead more than 1 km upto 2 km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck hire charges Hour 0.21 414.10 86.96
Fuel charges Hour 0.21 307.20 64.51
2 Crew charges Hour 0.21 165.80 34.82
Total Rs: 186.29
Contractor's profit and
overhead charges 13.615% 25.36
Total for 3.4 cum Rs: 211.65
Rate per cum 62.30

For total lead more than 2 km upto 3 km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.28 446.70 125.08
Fuel charges Hour 0.28 307.20 86.02
2 Crew charges Hour 0.28 165.80 46.42
Total Rs: 257.52
Contractor's profit and
overhead charges 13.615% 35.06
Total for 3.4 cum Rs: 292.58
Rate per cum 86.10

For total lead more than 3 km upto 4 km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.34 446.70 151.88
Fuel charges Hour 0.34 307.20 104.45
2 Crew charges Hour 0.34 165.80 56.37
Total Rs: 312.70
Contractor's profit and
overhead charges 13.615% 42.57
Total for 3.4 cum Rs: 355.27
Rate per cum 104.50

For total lead more than 4 km upto 5 km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.4 446.70 178.68

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 COM-LDLFT-2014-15

Fuel charges Hour 0.4 307.20 122.88

2 Crew charges Hour 0.4 165.80 66.32
Total Rs: 367.88
Contractor's profit and
overhead charges 13.615% 50.09
Total for 3.4 cum Rs: 417.97
Rate per cum 122.90

For lead beyond 5 km upto 30 km for every km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.06 446.70 26.80
Fuel charges Hour 0.06 307.20 18.43
2 Crew charges Hour 0.06 165.80 9.95
Total Rs: 55.18
Contractor's profit and
overhead charges 13.615% 7.51
Total for 3.4 cum Rs: 62.69
Rate per cum 18.40

For lead beyond 30 km for every km Unit: 3.4 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Tipper hire charges Hour 0.05 446.70 22.34
Fuel charges Hour 0.05 307.20 15.36
2 Crew charges Hour 0.05 165.80 8.29
Total Rs: 45.99
Contractor's profit and
overhead charges 13.615% 6.26
Total for 3.4 cum Rs: 52.25
Rate per cum 15.40

CATEGORY : water

For total lead upto 1 km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Water tanker hire charges Hour 0.15 402.50 60.38
Fuel charges Hour 0.15 307.20 46.08
2 Crew charges Hour 0.15 165.80 24.87
Total Rs: 131.33
Contractor's profit and
overhead charges 13.615% 17.88
Total for 8000 litres Rs: 149.21
Rate per 1000 litres 18.70

For total lead more than 1 km upto 2 km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Water tanker hire charges Hour 0.21 402.50 84.53
Fuel charges Hour 0.21 307.20 64.51
2 Crew charges Hour 0.21 165.80 34.82
Total Rs: 183.86
Contractor's profit and
overhead charges 13.615% 25.03
Total for 8000 litres Rs: 208.89
Rate per 1000 litres 26.10

For total lead more than 2 km upto 3 km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Water tanker hire charges Hour 0.28 402.50 112.70
Fuel charges Hour 0.28 307.20 86.02
2 Crew charges Hour 0.28 165.80 46.42
Total Rs: 245.14
Contractor's profit and
overhead charges 13.615% 33.38
Total for 8000 litres Rs: 278.52
Rate per 1000 litres 34.80

For total lead more than 3 km upto 4 km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Water tanker hire charges Hour 0.34 402.50 136.85
Fuel charges Hour 0.34 307.20 104.45
2 Crew charges Hour 0.34 165.80 56.37
Total Rs: 297.67
Contractor's profit and
overhead charges 13.615% 40.53
Total for 8000 litres Rs: 338.20
Rate per 1000 litres 42.30

For total lead more than 4 km upto 5 km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.

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1 Water tanker hire charges Hour 0.4 402.50 161.00

Fuel charges Hour 0.4 307.20 122.88
2 Crew charges Hour 0.4 165.80 66.32
Total Rs: 350.20
Contractor's profit and
overhead charges 13.615% 47.68
Total for 8000 litres Rs: 397.88
Rate per 1000 litres 49.70

For lead beyond 5 km upto 30 km for every km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Water tanker hire charges Hour 0.06 402.50 24.15
Fuel charges Hour 0.06 307.20 18.43
2 Crew charges Hour 0.06 165.80 9.95
Total Rs: 52.53
Contractor's profit and
overhead charges 13.615% 7.15
Total for 8000 litres Rs: 59.68
Rate per 1000 litres 7.50

For lead beyond 30 km for every km Unit: 8000 litres

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Water tanker hire charges Hour 0.05 402.50 20.13
Fuel charges Hour 0.05 307.20 15.36
2 Crew charges Hour 0.05 165.80 8.29
Total Rs: 43.78
Contractor's profit and
overhead charges 13.615% 5.96
Total for 8000 litres Rs: 49.74
Rate per 1000 litres 6.20

CATEGORY : Bricks (as adopted by R&B(Buildings))

For total lead upto 1 km Unit: 3000 bricks

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.15 414.10 62.12
Fuel charges Hour 0.15 307.20 46.08
2 Crew charges Hour 0.15 165.80 24.87
Total Rs: 133.07
Contractor's profit and
overhead charges 13.615% 18.12
Total for 3000 bricks Rs: 151.19
Rate per 1000 bricks 50.40

For total lead more than 1 km upto 2 km Unit: 3000 bricks

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.21 414.10 86.96
Fuel charges Hour 0.21 307.20 64.51
2 Crew charges Hour 0.21 165.80 34.82
Total Rs: 186.29
Contractor's profit and
overhead charges 13.615% 25.36
Total for 3000 bricks Rs: 211.65
Rate per 1000 bricks 70.60

For total lead more than 2 km upto 3 km Unit: 3000 bricks

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.28 414.10 115.95
Fuel charges Hour 0.28 307.20 86.02
2 Crew charges Hour 0.28 165.80 46.42
Total Rs: 248.39
Contractor's profit and
overhead charges 13.615% 33.82
Total for 3000 bricks Rs: 282.21
Rate per 1000 bricks 94.10

For total lead more than 3 km upto 4 km Unit: 3000 bricks

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.34 414.10 140.79
Fuel charges Hour 0.34 307.20 104.45
2 Crew charges Hour 0.34 165.80 56.37
Total Rs: 301.61
Contractor's profit and
overhead charges 13.615% 41.06
Total for 3000 bricks Rs: 342.67
Rate per 1000 bricks 114.20

For total lead more than 4 km upto 5 km Unit: 3000 bricks

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Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.4 414.10 165.64
Fuel charges Hour 0.4 307.20 122.88
2 Crew charges Hour 0.4 165.80 66.32
Total Rs: 354.84
Contractor's profit and
overhead charges 13.615% 48.31
Total for 3000 bricks Rs: 403.15
Rate per 1000 bricks 134.40

For lead beyond 5 km upto 30 km for every km Unit: 3000 bricks

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.06 414.10 24.85
Fuel charges Hour 0.06 307.20 18.43
2 Crew charges Hour 0.06 165.80 9.95
Total Rs: 53.23
Contractor's profit and
overhead charges 13.615% 7.25
Total for 3000 bricks Rs: 60.48
Rate per 1000 bricks 20.20

For lead beyond 30 km for every km Unit: 3000 bricks

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 Truck 10 T charges Hour 0.05 414.10 20.71
Fuel charges Hour 0.05 307.20 15.36
2 Crew charges Hour 0.05 165.80 8.29
Total Rs: 44.36
Contractor's profit and
overhead charges 13.615% 6.04
Total for 3000 bricks Rs: 50.40
Rate per 1000 litres 16.80

COM-DTL-LDLFT-3 C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)
MORD -data
1 Loading of Lime, Aggregate, Stone Boulder,
a) Loading Brick Aggregate, Kankar, Building Rubbish, Unit Quantity Rate Rs. Amount Rs.
Building Rubbish, Crushed Slag, Stone for Masonry
Work by manual means including a lead upto 30 m
Unit = cum
Taking output = 5.5 cum
Labour
Head Mazdoor day 0.02 370.00 7.40
Mazdoor day 0.5 310 155.00
Total in Rs. 162.40
contractor's profit and
overhead charges 13.615% 22.11
Rate per cum = Rs. 33.50

b) Unloading50% of the loading charges i.e.,

16.75

Amount
2 Loading of Earth, Sand, Moorum, Manure, Flyash Unit Quantity Rate Rs. Rs.
a) Loading by manual means including a lead upto 30 m
Unit = cum
Taking output = 5.5 cum
Labour
Head Mazdoor day 0.01 370.00 3.70
Mazdoor day 0.25 310 77.50
Total in Rs. 81.20
contractor's profit and
overhead charges 13.615% 11.06
Rate per cum = Rs. 16.80

b) Unloading50% of the loading charges i.e.,

8.40

3 Loading of Bricks by manual means Unit Quantity Rate Rs. Amount Rs.
a) Loading including a lead upto 30 m
Unit = 1000 Nos.
Taking output = 2000 Nos
a) Labour
Head Mazdoor day 0.01 370.00 3.70
Mazdoor day 0.25 310 77.50
Cost for 2000 Nos. = 81.20
contractor's profit and
overhead charges 13.615% 11.06
Rate per cum = Rs. 46.10

100% of loading charges

b) Unloadingi.e.,
+ stacking
Rs. 46.10

4 Loading of Cement by manual means Unit Quantity Rate Rs. Amount Rs.

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a) Loading including a lead upto 30 m

Unit = 1 t
Taking output = 10 t
a) Labour
Head mazdoor day 0.06 370.00 22.20
Mazdoor day 1.5 310 465.00
Cost for 10 t = 487.20
contractor's profit and
overhead charges 13.615% 66.33
Rate per 1 tonne = Rs. 55.40

b) Unloading100%
+ stacking
of loading charges I.e.,55.40
Rs.

5 Loading of Structural Steel, Steel Bars by manual means

Unit Quantity Rate Rs. Amount Rs.
a) Loading including a lead upto 30 m
Unit = 1 t
Taking output = 10 t
a) Labour
head Mazdoor day 0.07 370.00 25.9
Mazdoor day 1.8 310 558.00
Cost for 10 t = 583.90
contractor's profit and
overhead charges 13.615% 79.50
Rate per 1 tonne = Rs. 66.30

100% of loading charges

b) UnloadingI.e.,
+ stacking
Rs. 66.30

6 Loading of Bricks - 1000 Nos (Regular sizes - Unit Quantity Rate Rs. Amount Rs.
a) Loading 225x140x70 mm) by manual means including
Unit = 1000 Nos.
Taking output = 2000 Nos.
a) Labour
head Mazdoor day 0.01 370.00 3.7
Mazdoor day 0.25 310.00 77.50
Cost for 2000 Nos. = 81.20
contractor's profit and
overhead charges 13.615% 11.06
Rate per 1000 Nos. = Rs. 46.10

100% of loading charges

b) UnloadingI.e.,
+ stacking
Rs. 46.10

COM-DTL-LDLFT-4 D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )

1 Loading of Lime, Aggregate, Stone Boulder,

a) Loading Brick Aggregate, Kankar, Building Rubbish,
Building Rubbish, Crushed Slag, Stone for Masonry Unit Quantity Rate Rs. Amount Rs.
Work by manual means including a lead upto 30 m
Unit = cum
Taking output = 5.5 cum
a) Labour
Head Mazdoor day 0.02 370.00 7.40
Mazdoor day 0.5 310 155.00
b) Machinery
Truck 10t hour 0.5 887.10 443.55
Cost for 5.5 cum = 605.95
contractor's profit and
overhead charges 13.615% 82.50
Rate per cum = Rs. 125.20

b) Unloading50% of the loading charges i.e., 62.6

2 Loading of Earth, Sand, Moorum, Manure, Flyash Unit Quantity Rate Rs. Amount Rs.
a) Loading by manual means including a lead upto 30 m
Unit = cum
Taking output = 5.5 cum
Labour
Head Mazdoor day 0.01 370.00 3.70
Mazdoor day 0.25 310 77.50
b) Machinery
Truck 10t hour 0.5 887.10 443.55
Cost for 5.5 cum = 524.75
contractor's profit and
overhead charges 13.615% 71.44
Rate per cum = Rs. 108.40

b) UnloadingUnloading of Earth, Sand, Moorum, Manure, FlyashUnit Quantity Rate Rs. Amount Rs.
by manual means including a lead upto 30 m
Unit = cum
Taking output = 5.5 cum
a) Labour
Mate day 0.005 370.00 1.85
Mazdoor(unskilled) day 0.125 310 38.75

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b) Machinery
Truck 10t hour 0.166 887.10 147.26
Cost for 5.5 cum = 187.86
contractor's profit and
overhead charges 13.615% 25.58
Rate per cum = Rs. 38.80

3 Loading of Bricks by manual means Unit Quantity Rate Rs. Total

a) Loading including a lead upto 30 m
Unit = 1000 Nos.
Taking output = 2000 Nos
a) Labour
Mate day 0.01 370.00 3.70
Mazdoor(unskilled) day 0.25 310 77.50
b) Machinery
Truck 10t hour 0.33 887.10 292.74
Cost for 2000 Nos. = 373.94
contractor's profit and
overhead charges 13.615% 50.91
Rate per 1000 bricks = Rs. 212.40

b) Unloading100%
+ stacking
of loading charges i.e.,212.40
Rs.

4 Loading of Cement by manual means Unit Quantity Rate Rs. Total

a) Loading including a lead upto 30 m
Unit = 1 t
Taking output = 10 t
a) Labour
Mate day 0.06 370.00 22.20
Mazdoor(unskilled) day 1.5 310 465.00
b) Machinery
Truck 10t hour 1 887.10 887.10
Cost for 10 t = 1374.30
contractor's profit and
overhead charges 13.615% 187.11
Rate per 1 tonne = Rs. 156.10

b) Unloading100%
+ stacking
of loading charges i.e.,156.10
Rs.

5 Loading of Structural Steel, Steel Bars by manual means

Unit Quantity Rate Rs. Total
a) Loading including a lead upto 30 m
Unit = 1 t
Taking output = 10 t
a) Labour
Mate day 0.07 370.00 25.90
Mazdoor(unskilled) day 1.8 310 558.00
b) Machinery
Truck 10t hour 1 887.10 887.10
Cost for 10 t = 1471.00
contractor's profit and
overhead charges 13.615% 200.28
Rate per 1 tonne = Rs. 167.10

b) Unloading100%
+ stacking
of loading charges i.e.,167.10
Rs.

COM-DTL-LDLFT-5 E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)

COM-DTL-LDLFT-5-A 1 Loading of Lime, Aggregate, Stone Boulder,

a) Loading Brick Aggregate, Kankar, Building Rubbish,
Crushed Slag, Stone for Masonry work by
mechanical means including a lead upto 30 m Unit Quantity Rate Rs. Total
Placing tipper at loading point, loading with front end
loader excluding time for haulage and return trip.
Unit = cum
Taking output = 5.5 cum
Time required for
i) Positioning of tipper at loading point Min 1
ii) Loading by front end loader 1 cum bucket capacity Min 7.33
@ 45 / 25 cum per hour
iii) Manoevouring, reversing, dumping and turning Min -
for return
iv) Waiting time, unforeseen contingencies, etc. Min 2
Total Min 10.33
a) Machinery
Tipper 10 t capacity hour 0.17 919.70 158.34
Front end-loader 1 cum bucket capacity @ 45 cum hour 0.12 2821.50 344.69
per hour
Cost for 5.5 cum = 503.03
b) contractor's profit and
overhead charges 13.615% 68.49
Rate per cum = (a+b)/5.5 Rs. 103.90

b) Unloadingsee below. COM-LDLFT-5-B

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 COM-LDLFT-2014-15

COM-DTL-LDLFT-5-B 2 Loading of Earth, sand, Moorum, Manure, Flyash,

a) Loading by mechanical means including a lead upto 30 m
Placing tipper at loading point, loading with front
end loader excluding time for haulage and return trip.Unit Quantity Rate Rs. Total
Placing tipper at loading point, loading with front
end loader excluding time for haulage and return trip.
Unit = cum
Taking output = 5.5 cum
Time required for
i) Positioning of tipper at loading point Min 1
ii) Loading by front end loader 1 cum bucket capacity
Min 3.3
@ 45 / 25 cum per hour
iii) Waiting time, unforeseen contingencies, etc.Min 2
Total Min 6.3
a) Machinery
Tipper 10 t capacity hour 0.105 919.70 96.57
Front end-loader 1 cum bucket capacity @ 45 cum hour 0.055 2821.50 155.18
per hour
Cost for 5.5 cum = 251.75
b) contractor's profit and
overhead charges 13.615% 34.28
Rate per cum = (a+b)/5.5 Rs. 52.00

b) Unloading Unloading of Earth, sand, Moorum, Manure, Flyash,

lime, Aggregate, Stone boulder, Brick aggregate,
Kankar, Building rubbish, Manure, Crushed Slag, Unit Quantity Rate Rs. Total
Flyash, Stone for Masonry work by Mechaniccal
means including a lead upto 30 m
Placing tipper at unloading point, excluding time
for haulage and return trip.
Taking output = 5.5 cum
Time required for
i) Positioning of tipper at loading point Min 1
ii) Loading by front end loader 1 cum bucket capacity Min 2
@ 45 / 25 cum per hour
iii) Waiting time, unforeseen contingencies, etc. Min 2
Total 5
a) Machinery
Tipper 10 t capacity hour 0.08 919.70 76.64
Cost for 5.5 cum = 76.64
b) contractor's profit and
overhead charges 13.615% 10.43
Rate per cum = (a+b)/5.5 15.80

COM-DTL-LDLFT-6 F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

FOR CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate /
Rubble stone / Size stone / Cut stone

Lift : Upto 3.00 m

This is the initial lift and forms integral part of the activities in the basic rate of work item.
Lift charges are admissible only lifting effort beyond initial lift specified in the work item.

Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT

For additional lift of 1m beyond initial lift of 3 m

one meter lift is taken equivalent to 6 meters lead
average speed of conveyance by head load 60 m/minute
Round trip cycle time for 1.00 m considering 50 min/ hr working
1 x6x 60 / 50 / 60 ) 0.12 min
No. of trips per day for lift 1.0 m above 3 m ( 8 x 60 / 0..12) 4000
Quantity of material by head load 0.015 cum
Quantity of material by head load per day ( 4000x 0.015 ) 60 cum
Deploy 1 mazdoor for every additional lift of 1.0 m beyond initial lift.
Lift : Upto 3.00 m for materials under this Category Unit: 60 cum
Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 2 3 4 5 6
Mazdoor Day 1.00 310.00 310.00
contractor's profit and
overhead charges 13.615% 42.21
Total Rs: for 60
cum 352.21
Rate per cum 5.90
FOR CATEGORY: Cement bag / Reinforcement steel / Structural steel sections
Lift : Upto 3.00 m
This is the initial lift and forms integral part of the activities in the basic rate of work item.
Lift charges are admissible only lifting effort beyond initial lift specified in the work item.

Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT

For additional lift of 1m beyond initial lift of 3 m

one meter lift is taken equivalent to 6 meters lead
average speed of conveyance by head load 25 m/minute
Round trip cycle time for 1.00 m considering 50 min/ hr working

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 COM-LDLFT-2014-15

1 x6x 60 / 50 / 25 ) 0.29 min

No. of trips per day foradditional lift 1.0 m above 3 m ( 8 x 60 / 0.29) 1655
Quantity of material by head load 50 kgs
Quantity of material by head load per day ( 1655x50x 0.015 ) 83 tons
Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor
Lift : Upto 3.00 m for materials under this Category Unit: 83 TONS
Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 2 3 4 5 6
Mazdoor Day 1.00 310.00 310.00
contractor's profit and
overhead charges 13.615% 42.21
Total Rs: for 83
Tonnes 352.21
Rate per tonne 4.20
FOR CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

Lift : Upto 3.00 m

This is the initial lift and forms integral part of the activities in the basic rate of work item.
Lift charges are admissible only lifting effort beyond initial lift specified in the work item.
Lift : ADDITIONAL LIFT CHARGES FOR EACH 1 METER LIFT BEYOND 3 M INITIAL LIFT

For additional lift of 1m beyond initial lift of 3 m

one meter lift is taken equivalent to 6 meters lead
average speed of conveyance by head load 40 m/minute
Round trip cycle time for 1.00 m considering 50 min/ hr working
1 x6x 60 / 50 / 40 ) 0.18 min
No. of trips per day for lift 1.0 m ( 8 x 60 / 0.18 ) 2667
Quantity of material by head load 0.017 cum
Quantity of material by head load per day ( 1667x 0.018 ) 45 cum
Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor

Lift : Upto 3.00 m for materials under Category Unit: 45 cum

Rate Amount
Sl No. Description Unit Quantity in Rs. in Rs.
1 2 3 4 5 6
Mazdoor Day 1.00 310.00 310.00
contractor's profit and
overhead charges 13.615% 42.21
Total Rs: for 45
cum 352.21
Rate per cum 7.80

369
 Hire Charges- for the year 2014-15

HIRE CHARGES OF MACHINERY

FOR THE YEAR : 2015-16

S.No Description of machinery Unit Hire Fuel Crew

charge in charge in Charge
Rs Rs in Rs.
Total in Rs
1 2 3 4 5 6 7
1 Agitator car / Transit mixer 2 cum Hour 758.40 893.90 265.20 1917.50
2 Air compressor 5 cmm ( electric ) Hour 108.30 259.80 153.10 521.20
3 Air compressor 7 cmm ( diesel ) Hour 241.30 731.40 195.90 1168.60
4 Air compressor 7 cmm ( electric ) Hour 131.90 346.40 153.10 631.40
5 Air compressor 8.5 cmm ( diesel Hour 275.60 914.20 195.90 1385.70
6 Air compressor 8.5 cmm ( electric) Hour 170.80 433.10 153.10 757.00
7 Air compressor 15 cmm ( electric) Hour 138.80 962.30 163.30 1264.40
8 Angle Dozer 90 hp Hour 1715.50 625.30 221.00 2561.80
9 Batching plant 0.5 cum( 6 cum/hr) Hour 114.60 115.50 318.20 548.30
10 Batching plant 2 x 1.00 cum(15 cum/hr) Hour 405.40 346.40 318.20 1070.00
11 Batching plant 2 x 1.50 cum(50 cum/hr) Hour 518.10 423.40 318.20 1259.70
12 Bending machine 3000 x 12 mm Hour 42.60 115.50 122.50 280.60
13 Clamp shell and hoisting ropes Hour 5.40 0.00 0.00 5.40
14 Concrete bucket 1.5 cum Hour 15.80 0.00 0.00 15.80
15 Concrete hand mixer 45 / 30 ltr Hour 5.50 0.00 0.00 5.50
16 Concrete mixer 300 / 200 ( diesel) Hour 53.50 81.30 204.10 338.90
17 Concrete mixer 300 / 200 ltr ( electric) Hour 51.70 38.50 204.10 294.30
18 Concrete mixer 600 / 400 ( diesel) Hour 92.70 162.50 204.10 459.30
19 Concrete mixer 600 / 400 ltr ( electric Hour 91.00 77.00 204.10 372.10
20 Concrete paver 100 sqm / hr Hour 356.50 0.00 391.90 748.40
21 Convey mucker Hour 822.80 267.90 163.30 1254.00
22 Core drilling machine Hour 319.00 243.80 265.20 828.00
23 Diesel generating set 30 KVA Hour 65.80 650.10 122.50 838.40
24 Diesel generating set 50 KVA Hour 85.10 975.20 122.50 1182.80
25 Diesel Loco 45 hp Hour 381.60 548.50 153.10 1083.20
26 Dewatering pump 5 hp ( diesel ) Hour 10.20 81.30 103.60 195.10
27 Dewatering pump 5 hp ( electric ) Hour 3.00 38.50 77.70 119.20
28 Dewatering pump 10 hp ( diesel ) Hour 15.20 162.50 103.60 281.30
29 Dewatering pump 10 hp ( electric Hour 6.70 77.00 77.70 161.40
30 Dewatering pump 20 hp ( diesel ) Hour 48.30 325.10 103.60 477.00
31 Dewatering pump 20 hp ( electric Hour 12.30 154.00 77.70 244.00
32 Drifter Hour 322.70 0.00 331.50 654.20
33 Drilling jumbo Hour 368.40 43.90 163.30 575.60
34 Dumper 4.5 cum Hour 580.70 409.60 212.20 1202.50
35 Geophysical Electric resistivity meter Hour 99.00 0.00 0.00 99.00
36 Grouting pump Hour 24.90 38.50 244.90 308.30
37 Guniting / sand blast equipment Hour 110.10 0.00 204.10 314.20
38 Ice plant & accessories 30 t / day Hour 170.20 1097.10 122.50 1389.80
39 Jack hammer Hour 19.80 0.00 306.20 326.00
40 Needle vibrator 40 mm ( petrol ) Hour 7.60 20.60 146.90 175.10
41 Needle vibrator 40 mm ( electric ) Hour 8.00 7.70 146.90 162.60
42 Needle vibrator 60 mm ( petrol ) Hour 8.20 30.80 146.90 185.90
43 Needle vibrator 60 mm ( electric ) Hour 9.70 11.50 146.90 168.10
44 Planing machine 4 m stroke Hour 117.80 115.50 195.90 429.20
45 Plate shearing machine upto 12 mm Hour 41.90 154.00 132.60 328.50
46 Pneumatic placer 0.5 cum Hour 171.10 0.00 80.90 252.00
47 Pneumatic tamper Hour 20.70 0.00 244.90 265.60
48 Pug cutting machine Hour 6.40 3.80 0.00 10.20
49 Pusher leg Hour 12.70 0.00 0.00 12.70
50 Road roller diesel 10 t Hour 197.20 731.40 195.90 1124.50
51 Shovel 0.50 cum 75 hp Hour 1003.10 487.60 221.00 1711.70

370
 Hire Charges- for the year 2014-15

HIRE CHARGES OF MACHINERY

FOR THE YEAR : 2015-16

S.No Description of machinery Unit Hire Fuel Crew

charge in charge in Charge
Rs Rs in Rs.
Total in Rs
1 2 3 4 5 6 7
52 Shovel 0.85 cum 110 hp Hour 1706.60 893.90 221.00 2821.50
53 Stationery derric crane Hour 86.10 0.00 0.00 86.10
54 Tipper 5 cum Hour 446.70 307.20 165.80 919.70
55 Tipping tub 1.5 cum Hour 64.20 0.00 0.00 64.20
56 Tower crane 5 tonne Hour 867.10 200.20 176.80 1244.10
57 Transformer 250 KVA Hour 5041.00 0.00 0.00 5041.00
58 Truck 10 t Hour 414.10 307.20 165.80 887.10
59 Truck mounted derric crane 5 t Hour 519.70 307.20 165.80 992.70
60 Upright drilling machine/Grinder Hour 22.50 38.50 187.20 248.20
61 Ventilation fan 20 hp Hour 11.50 154.00 26.80 192.30
62 Vibratory pad foot roller 8 t Hour 1342.20 1056.40 244.90 2643.50
63 Wagon drill Hour 188.50 0.00 265.20 453.70
64 Water tanker 8000 ltr Hour 402.50 307.20 165.80 875.50
65 Welding set Hour 16.00 92.40 0.00 108.40
66 Winch 35 hp ( electric ) Hour 129.40 188.60 244.90 562.90
67 Tractor with 2T roller Hour 345.00
68 Hydraulic Truck Crane 30T Hour 3096.80 118.80 489.20 3704.80
69 Hydraulic Truck Crane 16T Hour 2278.10 75.00 489.20 2842.30
Heavy Duty Airless Spray Painting
70 Equipment Hour 121.40 121.40

371