RUNNING ACCOUNT RECEIPT

(See para 72 and 481 of regulation for MES)

SDO`s Voucher No: _26/________/BR Dated______ 2010 Allocation

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

I/We hereby certify that I/We have performed works and / or supplied materials an site for incorporation in the
works as required by the conditions of contract and in respect of which I/We demand payment to the extent
claimed below, subject to deductions by Government for reserve stores issued on repayment, charge for
water rent, transport etc. and previous Running Account payment as shown in details.

Amount of contract: Rs.2914623.89

Estimated value of work: Rs. Signature of contractor
1 Estimated value of work executed at 2030850.00
contract rates.
2 Estimated value of materials other than 0.00
free issued at site for corporation in the
work (vide statement attached)
3 Gross estimated amount due to 2030850.00
contractor
4 Deduct
Reserve 10% on 5.00 lakhs 50000.00
Reserve 7.5 % on 5.00 lakhs 37500.00
Reserve 05% on 96542.50
Reserve 15% on (ii) 0.00
Charge for stores and materials vide Sch
“B”
Vide Charges for stores T & P vide Sch
`C
Vide Water recovery (supply)
Vide Electrical recovery 1340
Schedule of credit
Income Tax Recovery statement
attached
Total Deduction 185382.50
5 Estimated amount due to contractor 1845467.50

Deduct advances already paid on

Running Account Receipts
1st RAR Payment Vr No :- 26/ /BR dt 630000.00

Upto………… RAR Dated

Total Advance Already Paid 630000.00
Net amount to be contractor amount restricted to 1215467.50
 (A). Certified that:
1. I have assessed the value of work executed, materials brought on site for incorporation in the work, and
these are shown in (1) and (2) overleaf.
2.            All recoveries in respect of the stores and T&P issued to the contractor, water electricity and other
miscellaneous charges have been affected on date of preparation.
3.            Recovery in respect of the stores /T&P not including in Sch.`B` & `C` has been effected at rate
approved in draft amendment which is in process in finali`sation.
4.            No work is being paid for which has been ordered on contractor without obtaining proper approval-in-
principals.
5.            No work is being paid for which involves settlement approval for rates.

ENGR-IN-CHARGE

(B). TECHNICALLY CHECKED

(SURVEYOR ASSISTANT) (S.W / A. S . W)

Dated : Dated :

(C). Certified: -

Adjustment has been made for all recoveries, which are to be effected from the contractor to date.

This payment is in respect of works executed and stores provided by the contractor under the terms of
contract is due to the contractor.

Dated . Garrison Engineer.

(D). Paid by cheque sum of…………………………………(Ru

.in favour of ……………………………

Unit Account Garrison Engineer.

(E)         Received payment of sum of Rs…………………………(Rupees……………………….only)

Paid by vide Cheque No …………….. dated ……………………………..

Contractor
 CERTIFICATE

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

1.            No work has been ordered on the contractor without a prior deviation order duly approved by the office
othorised to do so under existing order and without settlement of rates with contractor.

2.            All special rates involved in the deviation order have been checked and approved by the competent
Authority.
3.            No Government stores & T&P have been issued without prior settlement of issue rates.
4.            All amendments including those necessitated by issue of stores and T&P not included in schedule `B` &
`C` have been approved by the competent Authority.
5. All recoveries in respect of stores and T & P issued to contractor under schedule 'B' and 'C' in respect of
water, electricity and other miscellaneous charge have made to date
6.            All unresolved disputes have been referred to proper Authorities.
7.            All transactions with contractor have been recorded on regular official form at the correct times.

8.            The contractor has/have not submitted his final bill

9.            The quantities of materials details in attached schedules have actually been brought by contractor and
are lying at site of works on date of issue of this certificate to that any previous advances made on them have
been accounted for in this bill that these materials are of imperishable nature and are required by the
contractor for incorporation in the work under contract.

10.         Payment upto 90% of the work done do not prejudice the settlement of the Final Bill at later date.

11.         The rates shown in list of materials at site are in accordance with E-in-C `s letter No. 85855/E8 dated
08 May 80.
12.         The stores have been reasonably brought on the site in accordance with the contract and are
adequately stored and /or protected against damage by weather or other causes.
13 All the time of advances, the stores have not been in the above work.
14. Certified that the details of the work done have been recorded with the office copy of the RAR.

Engineer-in- Charge. Garrison Engineer.

 WATER RECOVERY STATEMENT

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

Srl No Amount of Work done Rate of Recovery Amount

-------------- Nil ----------------

Contractor. JE B/R. Engr-in –charge.

ELECTRICITY RECOVERY STATEMENT

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

Srl No Amount of Work done Rate of Recovery Amount

1 From 21-10-10 to 31-12-10 5.30 1340.00

Total 1340.00
Contractor. JE E/M Engr-in –charge.
---------------------------------------------------------------------------------------------------------------------------------------

SALES TAX STATEMENT

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

(a) Total Gross amount of RAR/F Bill Rs………………………………………...

(b) Deduction of sales Tax on Gross Rs ……………………………………….

(Signature of Contractor) AE
Engineer-in-Charge

INCOME TAX STATEMENT OF RECOVERY

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

4 Statement of Income Tax

(a) Gross value of work executed
(b) Value of material laying at site
(c) Retention money 1% (a) above
(d) Retention money 25% (b) above
Total (c) & (d)
(e) Sch “B” Issued
(f) Water Charges
(g) Whether recovery such as T & P
Gross amount on which IT is to be recovered (a+h)-(e+d)
(h) It already recovered from previous bill of Rs
(j) It @ % on gross amount –(h)
(k) Balance it to be recovered from this RAR

AO GE Garrison Engineer
Note : In case where BGB to given against retention money it should be recovered on (+h) (-d)

STATEMENT OF STORE ISSUED UNDER SCH “B”

C.A. NO : CWE(P)/BNR-10 OF 2010-11

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

Name of contractor: M/S Bharat Builders

Srl No USR No and Date Qty Rate Amount Remarks

-------------- Nil ----------------

Total Issued Nil

Return to MES Nil
Total Return Nil
Net Issued Nil

Contractor JE B/R Engineer – in – Charge

STATEMENT OF MATERIALS LAYING AT SITE

NAME OF WORK : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR
C.A. NO : CWE(P)/BNR-10 OF 2010-11

Name of contractor: M/S Bharat Builders

Sl No Description of A/U Qty Market SSR Rate Rate Amount Remark

Material Rate Allowed s

Contractor JE B/R Engineer-in-Charge

 WORK DONE STATEMENT
Schedule 'A' Part I(BUILDING WORKS)
Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

Ser Description of Items of work % age of % Age of Amount Remarks

No yard stick wk done

1 Surface dressing ,Excavation for foundation, ATT for 4.00 4.00 79621.20
foundation & PCC for foundation
2 Stone masonry in foundation & up to plinth level,RCC for 8.00 8.00 159242.40
column foundation &column up to plinth level & plinth bend
including formwork & reinforcement and earth filling on sides
of foundation
3 Stone masonry plinth level to lintle level including fixing of 6.95 6.95 138341.84
door frame& RCC column up to lintle level including form
work & reinforcement and earth filling inside plinth
4 RCC for lintle bend including formwork & reinforcement 1.95 1.95 38815.34
5 Stone mesonry and RCC column from lintle level to bottom 3.80 3.80 75640.14
of Roof level & roof bend including form work and
reinforcement
6 RCC for roof slab & beams including form work and 22.00 22.00 437916.60
reinforcement
7 Flooring including Sub bace & ATT for sub bace & Junction 22.00 21.00 418011.30
of wall & floor
8 Internal plastering including fixing of steel windows 5.10 5.00 99526.50
9 External pointing & plinth protection & ATT at perimeter & 1.20 1.00 19905.30
below plinth protection
10 Fixing of door shutters Glass pans 1.90 1.00 19905.30
11 Fixing of water supply & sanitory items 1.10 1.00 19905.30
12 Water proofing treatment & PCC padding 10.00 5.00 99526.50
13 White washing , colour washing , distempering , Ex cement 1.00 0.40 7962.12
base painting
14 Misc item parepet wall , PCC covings, Drapery rods , 8.00 6.00 119431.80
Removal of surplus soil ,steps,water proofing compound
Aluminium doors & windows external CBP etc
15 site clearence 3.00 0.00 0.00
TOTAL 100.00 87.1 1733751.63

Total 1733751.63
Net Amount 1733751.63

Say Rs 1733750/-
SAY 1556500

Contractor JE (Civ) Engr - in - Charge

 Sch 'A' Part I(A)(CONNECTING PASSAGE)
Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

SL Brief Specification Unit Rate Qty Amount

No
0 1 2 3 4 5
1 Excavating in trenches not exc 1.5 m wide and not Cum 51.41 18.00 925.38
exc 1.5 m in depth for foundation etc or for shafts,
wells, cesspits, manholes, pier holes etc not exc
10 sqm on plan in any type of soil and getting out.

2 Returning, filling in including spreading, levelling, Cum 18.65 2.62 48.86

watering and well ramming in layers not exc 25 cm
thick in soil.
3 Removing surplus excavated material to a Cum 72.26 0.00 0.00
distance exc. 250m but n.exc. 500m and
depositing where directed at a level n exc 1.5m
above the starting point.
4 M&L forspreading and levelling filling in floors laid Cum 22.10 0.00 0.00
in layers n . exc 15 cm thick and well rammed
including watering
5 M & L for PCC (1:4:8) type D-2 using 40mm Cum 1414.59 4.00 5658.36
graded stone aggregate in foundation / bed
concrete.
6 Squared rubble walling jodhpur type brought up to Cum 884.08 9.00 7956.72
course well bonded, bedded and solidly
hearted,built in cement mortar 1:6
14589.32
ADD CP 27.852% 4063.418242
Total 18652.74

Contractor JE (Civ) Engr - in - Charge

Sch 'A' Part II (INTERNAL WATER SUPPLY)

Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

-------------- Nil ----------------

Contractor JE (Civ) Engr - in - Charge

 Sch 'A' Part VI(SEWAGE DISPOSAL)
Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR
c Brief Specification Unit Rate Qty Amount
1 2 3 4 5
1 Excavating in trenches not exc 1.5 m wide and not exc
1.5 m in depth for foundation etc or for shafts, wells,
cesspits, manholes, pier holes etc not exc 10 sqm on
plan in any type of soil and getting out. Cum 70.91 25 1772.75
2 Returning, filling in including spreading, levelling,
watering and well ramming in layers not exc 25 cm
thick in soil. Cum 18.65 23 428.95
3 Removing surplus excavated material to a distance
exc. 250m but n.exc. 500m and depositing where
directed at a level n exc 1.5m above the starting point.
Cum 72.26 0 0
4 PCC (1:4:8) type D-2 using 40mm graded stone
aggregate in foundation / bed Cum 1414.59 3 4243.77
5 Precast cement concrete block mesonry with solid
block of PCC (1:3:6) type C-1 using 20mm graded
stone aggregate block exceeding 10cm in width well
bonded/setting/bedded built in CM (1:6) Cum 2040.97 0 0
6 Cement concrete (1:2:4) type B-1 using 20mm graded
stone aggregate in surface channels of drains and
benching including finishing the top of benching even
and smooth using extra cement . Cum 1930.31 0.00 0
7 Rendering 10mm thick on concrete surfaces in cement
mortar (1:4) and finished even and smooth without
using extra cement Sqm 65.54 0 0
8 Extra for forming fair finished drain or channel 30cm
inner girth in cement concrete using extra cement
including forms, moulds etc. RM 8.59 0 0
9 Add (or deduct) from Ser Item No.above for each
25mm inner girth or part thereof over or under 30cm
(This item is for adjustments of rates only). RM 1.06 0 0
10 Salt gazed stone ware drain pipes , ISI marked 150
mm bore Grade A, laid in trenches and jointed as
specified RM 117.63 70 8234.1
12 PCC (1:4:8) type D-2 using 40mm graded stone
aggregate in bedding to drain pipes including packing
under and haunching against the sides of pipes after
they are laid and tested complete for 150mm bore salt
glazed stoneware pipe.
RM 153.67 70 10756.9
13 Precast reinforced cement concrete M-25 (Design mix)
using 20mm graded stone aggregate for manhole cover
including placing in position set in cement mortar 1:4
(Reinforcement shall be measured and paid for
separately).
Cum 2956 0 0
14 High yield strength deformed bar TMT bars as in
reinforcement 8 mm dia cut to length bent to shape
required, including cranking, hooking ends and binding
with mild steel wire (annealed) not less than 0.9 mm
dia.
Kg 32.52 0 0
15 PCC (1:2:4) type B-1 using 20mm graded stone
aggregate as in coping including necessary form work
slightly rounded or chamferred and as directed.
Cum 2461.95 0 0
16 Cutting into existing manholes for connecting new drain
pipe of 150mm internal dia, making good to pipe and
rendering, cutting out existing benching for and forming
branch chanel (1/2 round or 3/4 section) in cement
concrete 1:2:4 type B-1 smooth finished and reforming
benching as required.
Each 448.03 0 0
25436.47
ADD CP 41.9029% 10658.61859
Total 36095.09

Contractor JE (Civ) Engr - in - Charge

 Sch 'A' Part VII(ROAD AND PATH)
Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

SL Brief Specification Unit Rate Qty Amount

No
1 2 3 4 5
1 Surface Excavation not exeeding 30 cm deep and Sqm 7.11 230 1635.3
averaging 10 cm deep and getting out in any type of
soil.
2 Removing excavated material (soil) to distance exc Cum 48.76 23 1121.48
50m and n.exc 100m and depositing where directed at a
level n.exc 1.5m above starting point
3 Rolling and consolidating to required gradient and X Sqm 5.88 23 135.24
camber of formation surfaces in cutting or filling of
roads with 8 - 12 tonne power roller including filling in
depressions which occure during rolling complete.
4 150 mm thick (spread thickness) soling with crushed X Sqm 533.81 23 12277.63
and broken stone of grading 2 (63 mm to 90 mm size)
interstices filled surface formed and rolled and
consolidated to required gradient and camber with 8 to
12 tonne power roller.

5 150 mm thick (compacted thickness) WBM in two X Sqm 821.20 23 18887.6

layers of 75mm thick each (each layer to be rolled and
consolidated seperately ) with coarse broken sand/lime
stone of grading II (63 mm to 40 mm size) spread rolled
and consolidated to required gradient and camber with 8
to 12 tonne power roller

6 M&L Preparing unsurfaces WBM by brushing with X Sqm 1040.5 0

wire brushes for removing caked mud etc sweeping with
brooms and finally fanning the cleaned surface with
gunny bags to remove all loose dirt etc and applying
paving evenly a tack coat with bitumen VG-10 Grade
@ 10 kg per 10 sqm by mechanical spreyer then putting
in premixed bituminous carpet, 25 mm consolidated
thickness, with 0.34 cu.m. of stone chippings mixed
with 18.25kg of bitumen( binder) VG-10 Gradeby
mechanical paver rolled and compacted with 8 to 10
tonne power roller to required camber and gradient and
applying premixed sand seal coat with 0.06 cu.m. of
sand mixed with 6.8 kg of bitumen, applied and rolled
to a uniform smooth surface with 8 to 12 tonne power
roller

7 M&L for berms 100 mm thick (compacted thickness) X Sqm 202.86 0

with approved moorum or red bajri levelled, spread,
rolled and consolidated with 0.20 to 0.50 tonne hand
operated roller.
8 Stone edging of roughly rectangular sand stone patti of RM 30 0
size not less than 5 cm thick not less than 20 cm wide
and 30 to 45 cm length, top and meeting edges of stone
patti hammer dressed so that maximum depression from
a straight edge held against the dressed surface shall not
exeed 29 mm placed on edge firmly in position closely
abutting and setting right the edge of stone patti in line
complete including necessary excavation and earth work
all as specified and directed by Engr-In-Charge(depth of
patti edging shall be equal to width of patti)

34057.25
ADD CP 30% 10217.175
Total 44274.43

Contractor JE (Civ) Engr - in - Charge

 Sch 'A' Part IX(FALSE CEILING)
Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

SL Brief Specification As per contract

No. A/U Rate
Qty Amount
1 M&L for 12 mm thick gypsum board false ceiling
including frame work complete all as specified as per Sqm 600.00 130.00 78000.00
manufacture instruction.
Total 78000.00
Add CP 0% 0.00
Total 78000.00

Contractor JE (Civ) Engr - in - Charge

Sch 'A' Part X (FENCING & GATE)

Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

S Brief Specification Unit Rate Qty Amount

No

1 2 3 4 7 8
1 Excavating in trenches not exc 1.5 m wide and not Cum 51.41 12.97 666.79
exc 1.5 m in depth for foundation etc or for shafts,
wells, cesspits, manholes, pier holes etc not exc
10 sqm on plan in any type of soil and getting out.

2 Returning, filling in including spreading, levelling, Cum 18.65 5.99 111.71

watering and well ramming in layers not exc 25 cm
thick in soil.
3 Removing surplus excavated material to a Cum 72.26 0.00 0.00
distance exc. 250m but n.exc. 500m and
depositing where directed at a level n exc 1.5m
above the starting point.

4 M & L for PCC (1:4:8) type D-2 using 40mm Cum 1414.59 3.73 5276.42
graded stone aggregate in foundation / bed , filling
and mass concrete.
5 M&L for cemet concrete 1:2:4 type B 1 using (20 Cum 2461.95 0.00 0.00
mm graded aggrigate) in plinth course or similar
bands
6 Squared rubble walling jodhpur type brought up to Cum 884.08 7.88 6966.55
course well bonded, bedded and solidly
hearted,built in cement mortar 1:6
7 Hammer dressing to stone masonry squared rubble Sqm 32.43 38.36 1244.01
jodhpur type brought up to course with max
depression n.exc 20 mm and dressing face beds and
joints as specified.
8 M&L for Structural steel GDE Fe 410- 0 or Fe 310- kg 34.35 631.35 21686.87
0 in angle , or I sections , fixed indipendently
without connecting plate but includes flat iron 40x6
mm for holding chain link mesh fixed
independently over chain link fencing post or struts
(any type) secured in position all as specified as
directed by Engineer-in-Charge.

9 7. Chain link fencing, mild steel galvanized with 100mm Sqm 42.76 140.28 5998.37
size of mesh, 10 gauge including line wire, and
provition to binding wire secured and fitted to angle iren
/ RCC posts all as specified and directed by Engineer-
in-Charge.
10 Galvanised, 2 strand, steel barbed wire 2.24mm dia 100RM 441.41 3.34 1474.31
barbed with 2mm dia barbs at 75mm spacings and
straining and fixing to any type of standard rails
straining bolts, including, securing or tying at crossings
with and provision of galvanised mild steel wire, staples
or steel pins, etc. as directed
11 Ornamental Framed work as in doors or gates of Kg 48.13 630.00 30321.90
angle or other section with gusset plate,rails ,
braces , etc . Complete, drilled for fixing of steel
sheeting or other covering .Doors etc . To be
prepared for hanging or sliding with and including
either hooks and hinges or steel hanging door
fittings (exclusive of steel sheeting or other
covering , running rails and guides ) and hanging ;
also fastening and fixing complete. GDE Fe 410 -s

12 Supplying only MS round bars, 10mm dia and over cut Kg 28.33 207.88 5889.24
to length and bend to shape as required as in tie bars,
secured with nut, bolt and washers complete all as
specified and directed by Engineer-in-Charge.

13 S&F 10 mm dia shank MS screw bolts (machine made) Kg 51.93 8.00 415.44
with hexagonal or square heads at one end and
screwed the other ends, fitted with washer and one
hexagonal nut exc.5cm and n,exc 10cm long,
14 Rolled sections for running rails and guides for Kg 38.15 0.00 0.00
sliding doors ; Fixed with angle cleats or other
connecting plate GDE Fe 410 -0 or 310-0.
15 Mild steel bars 10 mm dia and over , cut to length Kg 32.20 0.00 0.00
bent to shape required including cranking bending
spirally for hooping for column hooking ends and
binding with and including mild steel wire
( annnealed) not less than 0.9 mm dia or securing
clips quality conforming to grade TMT bar

16 Mild steel bars 8 mm dia , cut to length bent to Kg 32.52 0.00 0.00
shape required including cranking bending spirally
for hooping for column hooking ends and binding
with and including mild steel wire ( annnealed) not
less than 0.9 mm dia or securing clips quality
conforming to grade TMT bar

17 Use and waste Form work to sides of footings flat Sqm 111.99 0.00 0.00
with fair fininsh surfaces
18 M&L for RCC 1:2:4 B1 (nominalo mix) in cum 1911.80 0.00 0.00
foundations, including raft footings, foundation
beams plinth beams ; bases for columns ,etc
19 Use and waste Form work to RCC column square or Sqm 200.73 0.00 0.00
rectanglular with fair finish surfaces
20 RCC M 25 (design mix) for Columns, pillers, piers , cum 2273.02 0.00 0.00
post and struts
21 M & L for painting on steel surfaces of any Sqm 45.36 0.00 0.00
description over 10 cm in width or grith including
preperation of surface appying two coat of
Synthetic enamel paint over and including priming
with Red oxide /zinc crome.
22 15 mm thick Rendering in cement mortar 1:6 on Sqm 69.51 0.00 0.00
stone masonry surfaces or surface other than fair
face of brickwork with finished even and smooth
with out using extra cement.

23 Two coat of cement base paint on walls including Sqm 23.14 0.00 0.00
preparation of surfaces by brooming down with
steel wire brushing; scrapping down smoke soot ,
moulds ,moss and efflorecent salts and trading oil
and greasy spots over and including chalk whiting.

80051.62
ADD CP
50% 40025.81
120077.43
SAY 120000

Contractor JE (Civ) Engr - in - Charge

 Sch 'A' Part XI(PARKING SHED)
Station : Banar (Jodhpur)
CA No : CWE(P) BNR-10 OF 2010-11
Name of Work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE(P) BANAR , JODHPUR

-------------- Nil ----------------

Contractor JE (Civ) Engr - in - Charge

SUMMARY

SL ITEM AMOUNT
No
1 Schedule 'A' Part I(BUILDING WORKS) 1733751.63
2 Sch 'A' Part I(A)(CONNECTING PASSAGE) 18652.74
3 Sch 'A' Part II (INTERNAL WATER SUPPLY) NIL
4 Sch 'A' Part III(INTERNAL ELECTRIFICATION) NIL
5 Sch 'A' Part IV(EXTERNAL WATER SUPPLY) NIL
6 Sch 'A' Part V(EXTERNAL ELECTRIFICATION) NIL
7 Sch 'A' Part VI(SEWAGE DISPOSAL) 36095.09
8 Sch 'A' Part VII(ROAD AND PATH) 44274.43
9 Sch 'A' Part VIII(MISC ITEMS) NIL
10 Sch 'A' Part IX(FALSE CEILING) 78000.00
11 Sch 'A' Part X (FENCING & GATE) 120077.43
12 Sch 'A' Part XI(PARKING SHED) NIL

TOTAL AMOUNT 2030851.32

SAY 2030850

Contractor JE (Civ) Engr - in - Charge

 DRAFT DO DETAILS
ADD/BACK OF SCH 'A' PART- X
Name of work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE (P) BANAR , JODHPUR
CA No. : CWE(P)/BNR-10 OF 2010-11
Name of Contractor : M/S BHARAT BUILDERS
Description of DO :- Variation in quantities / amount of Sch'A' Part-X

ITEM No-1
Excavating in trenches not exc 1.5 m wide
and not exc 1.5 m in depth for foundation
etc or for shafts, wells, cesspits, manholes,
pier holes etc not exc 10 sqm on plan in
any type of soil and getting out.

5 1.20 Column footing

1.20
1.00 7.20
1 55.50 Trenches
0.45
0.15 3.75
25 0.45 For post
0.45
0.40 2.03
12.97 CUM
ITEM No-2
Returning, filling in including spreading,
levelling, watering and well ramming in
layers not exc 25 cm thick in soil.
5.99 Item no 1-item4-item6 upto GL
5.99 CUM
ITEM No-3
Removing surplus excavated material to a
distance exc. 250m but n.exc. 500m and
depositing where directed at a level n exc
1.5m above the starting point.
6.98 Item 1 -2
6.98 CUM
ITEM No-4
M & L for PCC (1:4:8) type D-2 using
40mm graded stone aggregate in
foundation / bed , filling and mass
concrete.
5 1.20 For piller foundation
1.20
0.10 0.72
1 66.80
0.45
0.10 3.01
3.73 CUM
ITEM No-5
M&L for cemet concrete 1:2:4 type B 1
using (20 mm graded aggrigate) in plinth
course or similar bands
0.00
ITEM No-6
Squared rubble walling jodhpur type
brought up to course well bonded, bedded
and solidly hearted,built in cement mortar
1:6
Below GL
5 0.97 Piller foundation I st step
0.97
0.25 1.18
5 0.77 Piller foundation II step
0.77
0.25 0.74
 5 0.50 Piller foundation IIIstep
0.50
0.40 0.50
1 55.55 for Mesonry trenches
0.30
0.05 0.83
Above GL
5 0.50 For column
0.50
2.10 2.63
1 66.80
0.30
0.10 2.00
7.88 CUM
ITEM No-7
Hammer dressing to stone masonry squared
rubble jodhpur type brought up to course with
max depression n.exc 20 mm and dressing
face beds and joints as specified.

5 2.00
2.50 25.00
2 66.80
0.10 13.36
38.36 SQM
ITEM No-8
M&L for Structural steel GDE Fe 410- 0 or
Fe 310-0 in angle , or I sections , fixed
indipendently without connecting plate but
includes flat iron 40x6 mm for holding chain
link mesh fixed independently over chain
link fencing post or struts (any type)
secured in position all as specified as
directed by Engineer-in-Charge.

25 5.8 3.40 493.00 post

2 5.8 3.40 39.44 Inclined post L=Sq root (2.1*2.1+2.1*2.1)+.40=3.36

@ 5.8 Kg/RM

25 1.884 2.10 98.91 Flat iron @ 1.884 Kg / RM

631.35 KG
ITEM No-9
7. Chain link fencing, mild steel galvanized with
100mm size of mesh, 10 gauge including line
wire, and provition to binding wire secured and
fitted to angle iren / RCC posts all as specified
and directed by Engineer-in-Charge.

1 66.80
2.10 140.28
140.28
ITEM No-10
Galvanised, 2 strand, steel barbed wire
2.24mm dia barbed with 2mm dia barbs at
75mm spacings and straining and fixing to any
type of standard rails straining bolts, including,
securing or tying at crossings with and
provision of galvanised mild steel wire, staples
or steel pins, etc. as directed

5 0.67 3.34
3.34 100RM
ITEM No-11
 650.00 Ornamental Framed work as in doors or
gates of angle or other section with gusset
plate,rails , braces , etc . Complete, drilled
for fixing of steel sheeting or other covering
.Doors etc . To be prepared for hanging or
sliding with and including either hooks and
hinges or steel hanging door fittings
(exclusive of steel sheeting or other
covering , running rails and guides ) and
hanging ; also fastening and fixing
complete. GDE Fe 410 -s

650.00 KG
ITEM No-12
Supplying only MS round bars, 10mm dia and
over cut to length and bend to shape as
required as in tie bars, secured with nut, bolt
and washers complete all as specified and
directed by Engineer-in-Charge.
5 0.62 66.80 207.08 0.62Kg /RM
207.08 KG
ITEM No-13
S&F 10 mm dia shank MS screw bolts
(machine made) with hexagonal or square
heads at one end and screwed the other ends,
fitted with washer and one hexagonal nut
exc.5cm and n,exc 10cm long,
25 0.07 5.00 8.75 0.07 Kg / Nos
8.75
ITEM No-14
Rolled sections for running rails and guides
for sliding doors ; Fixed with angle cleats or
other connecting plate GDE Fe 410 -0 or
310-0.
0.00
ITEM No-15
Mild steel bars 10 mm dia and over , cut to
length bent to shape required including
cranking bending spirally for hooping for
column hooking ends and binding with and
including mild steel wire ( annnealed) not
less than 0.9 mm dia or securing clips
quality conforming to grade TMT bar

0.00
ITEM No-16
Mild steel bars 8 mm dia , cut to length
bent to shape required including cranking
bending spirally for hooping for column
hooking ends and binding with and
including mild steel wire ( annnealed) not
less than 0.9 mm dia or securing clips
quality conforming to grade TMT bar

0.00
ITEM No-17
Use and waste Form work to sides of
footings flat with fair fininsh surfaces
0.00
ITEM No-18
M&L for RCC 1:2:4 B1 (nominalo mix) in
foundations, including raft footings,
foundation beams plinth beams ; bases for
columns ,etc
 0.00
ITEM No-19
Use and waste Form work to RCC column
square or rectanglular with fair finish
0.00 surfaces
ITEM No-20
RCC M 25 (design mix) for Columns,
pillers, piers , post and struts
0.00
ITEM No-21
M & L for painting on steel surfaces of any
description over 10 cm in width or grith
including preperation of surface appying
two coat of Synthetic enamel paint over
and including priming with Red oxide /zinc
crome.
25 2.85
0.26 18.53 L=2.1+.75=2.85 B=.065*4 =0.26
18.53 SQM
ITEM No-22
15 mm thick Rendering in cement mortar
1:6 on stone masonry surfaces or surface
other than fair face of brickwork with
finished even and smooth with out using
extra cement.
5 2.00 Pillers
2.10 21.00
5 0.50
0.50 1.25
2 66.80
0.10 13.36
35.61 SQM
ITEM No-23
Two coat of cement base paint on walls
including preparation of surfaces by
brooming down with steel wire brushing;
scrapping down smoke soot , moulds
,moss and efflorecent salts and trading oil
and greasy spots over and including chalk
whiting.
5 2.00
2.10 21.00
5 0.50
0.50 1.25
2 66.80
0.10 13.36
35.61 SQM
 ADD/BACK OF SCH 'A' PART- X
Name of work : PROVN OF DEFICIENT OFFICE ACCN FOR CWE (P) BANAR , JODHPUR
CA No. : CWE(P)/BNR-10 OF 2010-11
Name of Contractor : M/S BHARAT BUILDERS
Description of DO :- Variation in quantities / amount of Sch'A' Part-X

S Brief Specification Unit Rate Qty Amount

No

1 2 3 4 7 8
1 Excavating in trenches not exc 1.5 m wide and not exc Cum 51.41 12.97 666.85
1.5 m in depth for foundation etc or for shafts, wells,
cesspits, manholes, pier holes etc not exc 10 sqm on
plan in any type of soil and getting out.

2 Returning, filling in including spreading, levelling, Cum 18.65 5.99 111.80

watering and well ramming in layers not exc 25 cm thick
in soil.
3 Removing surplus excavated material to a distance exc. Cum 72.26 6.98 504.12
250m but n.exc. 500m and depositing where directed at
a level n exc 1.5m above the starting point.

4 M & L for PCC (1:4:8) type D-2 using 40mm graded Cum 1414.59 3.73 5270.76
stone aggregate in foundation / bed , filling and mass
concrete.
5 M&L for cemet concrete 1:2:4 type B 1 using (20 mm Cum 2461.95 0.00 0.00
graded aggrigate) in plinth course or similar bands
6 Squared rubble walling jodhpur type brought up to Cum 884.08 7.88 6966.11
course well bonded, bedded and solidly hearted,built in
cement mortar 1:6
7 Hammer dressing to stone masonry squared rubble Sqm 32.43 38.36 1244.01
jodhpur type brought up to course with max depression
n.exc 20 mm and dressing face beds and joints as
specified.
8 M&L for Structural steel GDE Fe 410- 0 or Fe 310-0 in kg 34.35 631.35 21686.87
angle , or I sections , fixed indipendently without
connecting plate but includes flat iron 40x6 mm for
holding chain link mesh fixed independently over chain
link fencing post or struts (any type) secured in position
all as specified as directed by Engineer-in-Charge.

9 7. Chain link fencing, mild steel galvanized with 100mm size Sqm 42.76 140.28 5998.37
of mesh, 10 gauge including line wire, and provition to binding
wire secured and fitted to angle iren / RCC posts all as
specified and directed by Engineer-in-Charge.
S Brief Specification Unit Rate Qty Amount
No

1 2 3 4 7 8
10 Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed 100RM 441.41 3.34 1474.31
with 2mm dia barbs at 75mm spacings and straining and
fixing to any type of standard rails straining bolts, including,
securing or tying at crossings with and provision of galvanised
mild steel wire, staples or steel pins, etc. as directed

11 Ornamental Framed work as in doors or gates of angle Kg 48.13 650.00 31284.50

or other section with gusset plate,rails , braces , etc .
Complete, drilled for fixing of steel sheeting or other
covering .Doors etc . To be prepared for hanging or
sliding with and including either hooks and hinges or
steel hanging door fittings (exclusive of steel sheeting or
other covering , running rails and guides ) and hanging ;
also fastening and fixing complete. GDE Fe 410 -s

12 Supplying only MS round bars, 10mm dia and over cut to Kg 28.33 207.08 5866.58
length and bend to shape as required as in tie bars, secured
with nut, bolt and washers complete all as specified and
directed by Engineer-in-Charge.

13 S&F 10 mm dia shank MS screw bolts (machine made) with Kg 51.93 8.75 454.39
hexagonal or square heads at one end and screwed the other
ends, fitted with washer and one hexagonal nut exc.5cm and
n,exc 10cm long,
14 Rolled sections for running rails and guides for sliding Kg 38.15 0.00 0.00
doors ; Fixed with angle cleats or other connecting plate
GDE Fe 410 -0 or 310-0.
15 Mild steel bars 10 mm dia and over , cut to length bent Kg 32.20 0.00 0.00
to shape required including cranking bending spirally for
hooping for column hooking ends and binding with and
including mild steel wire ( annnealed) not less than 0.9
mm dia or securing clips quality conforming to grade
TMT bar
S Brief Specification Unit Rate Qty Amount
No

1 2 3 4 7 8
16 Mild steel bars 8 mm dia , cut to length bent to shape Kg 32.52 0.00 0.00
required including cranking bending spirally for hooping
for column hooking ends and binding with and including
mild steel wire ( annnealed) not less than 0.9 mm dia or
securing clips quality conforming to grade TMT bar

17 Use and waste Form work to sides of footings flat with fair Sqm 111.99 0.00 0.00
18 fininsh surfaces
M&L for RCC 1:2:4 B1 (nominalo mix) in foundations, cum 1911.80 0.00 0.00
including raft footings, foundation beams plinth beams ;
bases for columns ,etc
19 Use and waste Form work to RCC column square or Sqm 200.73 0.00 0.00
rectanglular with fair finish surfaces
20 RCC M 25 (design mix) for Columns, pillers, piers , post cum 2273.02 0.00 0.00
and struts
21 M & L for painting on steel surfaces of any description Sqm 45.36 18.53 840.29
over 10 cm in width or grith including preperation of
surface appying two coat of Synthetic enamel paint over
and including priming with Red oxide /zinc crome.

22 15 mm thick Rendering in cement mortar 1:6 on stone Sqm 69.51 35.61 2475.25
masonry surfaces or surface other than fair face of
brickwork with finished even and smooth with out using
extra cement.

23 Two coat of cement base paint on walls including Sqm 23.14 35.61 824.02
preparation of surfaces by brooming down with steel
wire brushing; scrapping down smoke soot , moulds
,moss and efflorecent salts and trading oil and greasy
spots over and including chalk whiting.

ADD CP 85668.24
50% 42834.12
128502.36

NET FINANCIAL EFFECT

Percentage X 100.00