NATIONAL HIGHWAYS AUTHORITY OF INDIA

Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -

Coimbatore section (NH 209) in the State of Tamilnadu

COST ABSTRACT
Bill No. Description Amount (Rs)

1 Bill 1 - Ordinary/Routine Maintenance ₹ 0.00

2 Bill 2 - Initial Rectification Works ₹ 0.00

3 Bill 3 - Periodic Maintenance ₹ 0.00

4 Bill 4 - Emergency Works/Day Works ₹ 13,171,204.00

Total (A) ₹ 13,171,204.00

GST @ 18% ₹ 2,370,817.00
Total Estimated Cost :: ₹ 15,542,021.00
 BILL NO. 1 - Ordinary Maintenance(Lump Sum) (LUMP SUM)

Total Contrac
Item Length Per Km per t period Total Amount
Description of Work Unit Remarks
No. of Month rate in in figure (Rs)
Project Months

1 Routine Maintenance (Lump sum):

Four Laning with Paved Shoulders from Km

123/550 to 150/580 of Pollachi - Coimbatore
section (NH 209) for a length of 27.030 Kms
(The above price is the full remuneration to
the Contractor to carryout the services and
Per
works required in order to reach and maintain
Month
the service levels described in the
specifications and elsewhere in the contractor.
It further includes the activities of the
Contractor related to self-control, quality
assurance and material testing.)

For 4 - Lane with divided carriageway 72,675.00 60.00 -

For 4 - Lane with divided carriageway

94,050.00 60.00 -
and service road on either side

Total Amount for Bill No. 1 -

 NATIONAL HIGHWAYS AUTHORITY OF INDIA

Short Term Improvements and Routine Maintenance of 2-lane with paved shoulders of stretch from Km.23.000 to Km.108.800 for a length of
85.80Kms of Hyderabad(Near Tukkuguda) to Dindi Section of NH-765 in the State of Telangana

Quantity/ Amount (in

Item No. Description of Items Unit Rate (in Rs.)
1 YEAR Rs.)

BILL NO.1 : Ordinary Maintenance(Lump Sum)

Maintenance of unpaved shoulders and slopes on both sides of the

carriageway including the shoulders of service road, if any. It includes
removal of Rank vegetation/weeds, Blading/grading at the required
camber using motor grader, Providing spot reconditioning,
reconstruction and regravelling to repair specific erosion or other
damages for restoring the eroded area to originally constructed cross
section on cuts and fills slopes/ shoulders conforming to Technical
Specifications clause no. 3002, 3003. The work also include disposal of
1.01 Km/Month 893.916 11,005.00 9,837,545.58
surplus material outside ROW and addition of selected soil conforming to
Technical Specifications clause no. 305 brought from borrow areas
located outside ROW. It includes cleaning of dust/dirt from existing
MBCB/Guard Rail etc. with water and detergent within ROW. It also
includes routine maintenance such as cleaning/straightening of all type
of road signs including Gantries and delineators etc. and also removal of
unauthorized boards within ROW including transportation to nearest
suitable location and as directed by the Engineer-in-charge.

Removal of rank vegetation/weeds and undesirable vegetation from Toe

line of embankment slopes to ROW complete in all respect including
1.02 breaking of clods,rough dressing and disposal of waste material and Sqm. 537095 4.00 2,148,378.12
vegetation at a place outside ROW as per direction of Engineer-In-
Charge.

Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha

drains of all sizes and making shallow kaccha lateral drains on shoulders
wherever required, including removal and disposal of sediments,
extraneous debris and vegetation growth blocking the free flow from site
1.03 Rm 120121 73.00 8,768,811.67
outside ROW with all leads and lifts complete in all respects as directed
by the Engineer in charge and as per Additional Maintenance Standard.
(Frequency of cleaning in urban areas will be quarterly whereas in rural
areas it will be twice in year i.e. before and after monsoon).

Clearing road side/Median open lined/ pucca drains/covered

drains/piped drains including Manholes, gratings, channels and Galis etc.
of all sizes and bring them to original shape, drainage capacity incuding
disposal of sediments, extraneous debris & vegetation growth blocking
1.04 the free flow from site outside ROW with all leads and lifts complete in Rm 67172 69.00 4,634,868.00
all respects as directed by the Engineer in charge and as per Additional
Maintenance Standard. (Frequency of cleaning in urban areas will be
quarterly whereas in rural areas it will be twice in year i.e. before and
after monsoon).

Clearing slab/ box type culverts and pipe culverts including clearing,
cleaning and reshaping of upstream and down stream faces of these
culverts with in right of way. The job includes disposal of excess material
1.05 recovered from site including vegetation outside ROW with all leads and -
lifts complete in all respect as per direction of Engineer In-Charge.
(Frequency of cleaning will be one time in a year i.e. before start of
monsoon).
 Quantity/ Amount (in
Item No. Description of Items Unit Rate (in Rs.)
1 YEAR Rs.)

1.05A Slab/Box Type Culverts Num. 35 19,077.00 667,695.00

1.05B Pipe Culverts Num. 98 5,723.10 560,863.80

Carrying out proper cleaning of carriageways, footpaths, verges,

expansion joints (for free movement), drainage spouts of bridge
Rmt. Of the
1.06 including removal and disposal of trash, plastic, vegetation etc. from site 674.80 17.00 11,471.60
bridge
outside ROW complete as per direction of Engineer. (Frequency of
cleaning will be two times in a year i.e. before and after the monsoon).

Carrying out proper cleaning, and removing of dust/silt/thrash

/plastic/rubbish/garbage/waste from the carriageway, foothpaths,
verges (excluding the verges of central median) by mechanical brooms
established with vehicle tracking system and manually if required and as
directed by the Engineer-in-charge. The payment will be made as per the
1.07 report of vehicle tracking system indicating the location and kilometers -
travelled and number of passes on that stretch covering the full
kilometer. The cleaning includes full width of both sides of carriageway
and service road, if any and confirming to 6.10 of Scope of Work of
Section-6 and as directed by the Engineer-in-charge. The payment will be
deducted proportionately as per the report of VTS.

1.07A Urban area Km/month 112.44 17,297.00 1,944,874.68

1.07B Rural area (Frequency of cleaning will be quarterly). Km. 301.97 8,649.00 2,611,755.83
Providing treatment to bleeding bituminous surface by uniform
spreading of crusher dust / other fine graded material @ 2.5 Kg per Sqm
1.08 Sqm. 300 3.00 900.00
complete as per Technical Specification Clause No.-3004.4 in all respect
and as per direction of Engineer-in-charge.

Dismantling structures and pavement including disposal of resultant

material and / salvaging the useful material complete as per technical
1.09 -
specification clause no. 202 complete in all respect as per direction of
the Engineer.
a) Plain Concrete Cu.m. -
b) RCC including clearing, straightening and cutting of bars and
Cu.m. -
seperating out of RCC
a) Brick Masonry including stacking of useful material Cu.m. -
1.09A a) Stone Masonry including stacking of useful material Cu.m. 0 348.00 -

Applying Epoxy / Polymer mortar over leached honey combed and

1.10 spalled concrete surface and exposed steel reinforcement complete as Sqm. 426.00 304.00 129,504.00
per Technical Specification clause 2804 and as per approval of Engineer.

Cement plaster/ repair to cement plaster in thickness 12-20 mm in

1.11 cement mortar 1:4 on all types of masonry works in superstructure / Sqm. 21.08 161.00 3,393.88
substructure at any height as per MOST Clause No. 1000, 1300 & 1400.

Repair to all types of damaged stone/brick masonry work in

superstructure and substructure of bridges/ CD works including
dismantling of damaged portion and reconstructing to match with
existing pattern without causing any damage to the structure in cement
1.12 -
work complete in all respects including testing etc. as directed by the
Engineer conforming to MOST Clause no. 1000, 1300 & 1400. The rate
quoted should be after due consideration of the salvage value of the
dismantled material.

1.12A (a) Repair to brick masonry in 1:4 cement sand mortar. Cu.m. 0 9,074.00 -
1.12B (b) Repair to stone masonry in 1:3 cement sand mortar Cu.m. 12 5,341.00 61,421.50
 Quantity/ Amount (in
Item No. Description of Items Unit Rate (in Rs.)
1 YEAR Rs.)

Maintenance of median and the existing plants in it by basin making,

weeding-hoeing, cleaning, levelling and dressing of median, uprooting
and removal of weeds, cutting grass, disposal of all muck outside ROW
regularly to keep the median clean and plantation in healthy and good
1.13 condition. The job also includes the cleaning and removal of spilled over -
earth from median to main carriageway in the portion adjacent to the
kerbs all along the median besides cleaning of longitudinal and cross
drains in the median. The operation of maintenance in addition to above
will also cover and include the following activities:-

a) Watering of each plant as and when required depending upon the

climatic conditions of the locality/ region/ season/ strictly as per
direction of Engineer in Charge. The main requirement is to keep the
plants/ shrubs in healthy, good and surviving condition. The casuality /
-
damage to any plant/shrubs during the maintenance period will be the
entire responsiblity of the contractor and the contractor shall replace the
dead & damaged plants/shrubs at his own cost with new plants of the
same species, varieties, age and size etc

b) Application of FYM or Sludge @ 1/2 cuft or 10 Kg/Plant two times a

year during February / March and October/ November plus 20 grams of
NPK (12:32:16) or Bonemeal per plants two times a year as detailed -
above.

c) Application of insecticide / pesticide/ fungicide etc for control of

insects pests and diseases as and when required as per direction of -
Engineer.
d) Training and pruning of all shrubs /plants as and when required to give
-
them required shape, size and spread.

e) Replacement of dead, damaged plants from the median by healthy &

well developed plant of similar species, varieties, age and size etc. within
1.13 10 days of occurrence of casuality as noticed/ reported or as directed by Km/Month 87.03 4,246.00 369,529.38
the Engineer. In case, plant is not replaced as specified above, a penalty
of Rs.1000/- per plant will be imposed.

White wash/ cement paint/ snowcem in two or more coats to give an

even shade and smooth surface for protection of exposed
concrete/masonary portion of Bridges/CD works, kerb and wheel guard
1.14 -
including scraping of damage paint from old surface and repairing of the
existing surface wherever necessary complete as directed by the
Engineer incharge.

1.14A A) White washing two coats on existing surface Sqm 630.39 147.00 92,667.65

B) Finishing walls with exterior decorative cement based paint such as

1.14B snowcern on old work, two coats to give an even shade after repairing of Sqm 62 157.00 9,734.00
defects so as to achieve smooth and defects free surface.

Painting with higloss synthetic enemal paint two coats to give an even
and smooth surface for protection of exposed concrete/masonary
1.15 -
portion of Bridges/CD works/ parapet, kerb painting and repairing
wherever necessary, complete as per approval of Engineer.

1.15A Old existing surface Sqm 6922.00 102.00 706,044.00

Carrying out repair to road signs including strengthening resetting or

otherwise repairing signs made out of Retro Reflective sheets. Job
includes patch repair to aluminium sheet, R R Sheet, posts, signs / script
1.16 -
and repainting of posts at damaged location / positions with approved
quality of enamel paint complete in all respect conforming to respective
IRC/MOST specifications and as directed by Engineer-in-charge.
 Quantity/ Amount (in
Item No. Description of Items Unit Rate (in Rs.)
1 YEAR Rs.)

1.16A Road sign Boards mounted on single post. Num 15.00 676.00 10,140.00
1.16B Road sign Boards mounted on double post. Num 5.00 1,014.00 5,070.00
1.16C Overhead gantry road sign boards Num 1.00 2,433.60 2,433.60
1.16D Cantilever Gantry Num 2.00 1,521.00 3,042.00

Painting two coats on old surface after minor repairs to give an even and
smooth surface and printing letters and figures with 1st quality synthetic
1.17 enamel paint of approved brand and manufacture complete in all -
respect conforming to respective IRC specification and as directed by
Engineer-in-charge.

1.17A A) Hectometre stones Num 385.00 30.00 11,550.00

1.17B B) Kilometre stones Num 74.00 205.00 15,170.00
1.17C C) 5th Kilometre stones Num 18.00 471.00 8,478.00
1.17D D) Boundary stones Num 350.00 30.00 10,500.00

Providing and fixing reinforced cement concrete M-15 grade 5th

kilometer stones, kilometer stones and hectometer stones of standard
design as per IRC-8-1980 & MORTH specification clause 804 including
two coat painting with synthetic enamel paint after applying approved
quality cement primer and printing letters with approved quality
synthetic enamel paint on both sides as per MORTH specification clause
1.18 804 and as per drawing and direction of the Engineer in charge. The job -
includes fixing of these distance measuring stones at places after
dismantling of existing damaged stones, and further disposing of
dismentaled material outside ROW. Rates quoted to be inclusive of the
salvage value of the useful material obtained during the course of
dismantling. The fixing of these stones shall be done with M 10 cement
concrete as per drawing and approval of the Engineer in charge.

1.18A A) Hectometre stones Num 100.00 827.00 82,700.00

1.18B B) Kilometre stones Num 5.00 2,911.00 14,555.00
1.18C C) 5th Kilometre stones Num 3.00 4,905.00 14,715.00
Painting two coats with first quality enamel paint of approved make &
1.19 quality to give an even shade including writing, letter & figure etc. -
complete in all respect as per IRC standard.
1.19A Printing letters of CD nos Num 298.00 104.00 30,992.00

Maintenance of existing single faced W-Beam metal crash barrier having

a length of 3835 meters. It includes replacement of beam, post, spacer
channels / brackets, fastners etc. Job also includes repair of old damaged
members by straightening the members and removing & repairing all
1.20 the existing dents as well as other defects and neatly refixing the per Month 12.00 59,428.00 713,136.00
repaired members complete in all reaspect as per Clause 811 of
Technical Specification and as directed by Engineer in charge. The
proportionate reduction of rate will be made as per actual length at the
time of handing over of stretch.

1.21 Providing and fixing Boundary Pillars as per IRC:25. Num 100.00 2,024.22 202,421.81
per Rmt. of
1.22A On existing Railing full height of 10566.00 107.00 1,130,562.00
railing
Painting two coats on steel structure to give an even shade and smooth
1.23 -
surface as per direction of Engineer Incharge
1.23A On existing Surface Sqm 69.00 95.00 6,555.00

Removing all types of broken down/vehicles which have met with

accidents from the carriageway and toeing the same to proper locations
1.24 i.e. nearest Police stations or some suitable location by using 20 tonne or Per Vehicle 24 109,761.00 2,634,264.00
of more capacity pick and carry crane as per maintenance standard. - 2
No.s
 Quantity/ Amount (in
Item No. Description of Items Unit Rate (in Rs.)
1 YEAR Rs.)

Providing, running and maintaining route patrol vehicle as per clause 6.4
1.25 Per Vehicle 24 260,811.00 6,259,464.00
of scope of work and as per maintenance standard. - 2 Nos

Maintenance of existing LED Solar Blinker including checking of LED, solar

1.26 Num 49.00 1,165.00 57,085.00
panel etc (Rate considered as per quotation)
Maintenance of existing LED Solar Blinker including Replacement of
1.27 Num 8.00 5,600.00 44,800.00
Battery (Rate considered as per quotation)

1.28 Maintenance of existing 160 W +/-10% (>=20000 Lumens) Street lights Num 130.00 13,811.00 1,795,430.00

Maintenance of existing 16 meter Highmast 200 W +/-10% (>=20000

1.29 Num 10.00 16,690.00 166,900.00
Lumens)

Setting up of control room (24x7) along the higway with round the clock
depoloyment of atleast one Manager. Phone Nos. of control room will be
displayed on the highway at every 5 km. It will coordinate all the
1.30 per Month 12 50,000.00 600,000.00
acitivities of incident management vehicles. It will maintain / generate
VTS report and other reports related to incident management operations
- 1Nos

Supply of colour photographs in three copies and two CDs complete as

1.31 per set 1200 107.00 128,400.00
per Technical specification clause 125
Removal of dead animals lying on highways and burying them at proper
1.32 No 504.00 332.00 167,328.00
safe location out of ROW.
Providing treatment and repair to pot holes/ patch repair of all types of
bitumen pavement complete as per technical specification Clause
1.33 3004.2, and as per direction of Engineer-in-charge. -

(a) Carrying out patch repair with bitumenous concrete up to 50 mm

thickness after removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface, painting of
tack coat on the sides & base of excavation as per clause no. 503, back
filling the patch with hot bitumenous concrete as per clause no. 507.
1.33A Compacting trimming & finishing the surface to form a smooth Sqm. 100.000 640.00 64,000.00
continuous surface all as per clause no. 3004.2 of Technical Specification.

(b) Filling potholes and patch repair beyond 50 mm thickness after

removal of all failed material, trimming of completed excavation to
provide firm vertical faces cleaning of surface, painting of tack coat on
the sides & base of excavation as per clause no. 503, back filling the
potholes/patch with hot bitumenous concrete as per clause 507.
1.33B Compacting trimming and finishing the surface to form a smooth Sqm. 250.000 942.00 235,500.00
continuous surface all as per clause no. 3004.2.

Providing treatment and repair to pot holes/ patch repair of all types of
bitumen pavement by using bitumen emulsion complying with IS 8887 of
a type and grade approved by Engineer in charge complete as per
1.34 technical specification Clause 3004.2, IS 8887 and 507 as per approval -
and direction of Engineer in charge.

(a) Carrying out patch repair with bitumenous concrete up to 50 mm

thickness after removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface, painting of
tack coat on the sides & base of excavation as per clause no. 503, back
filling the patch with bitumenous concrete prepared by using bitumen
emulsion complying with IS 8887 and other material detailed as per
1.34A clause no. 507. Compacting trimming & finishing the surface to form a Sqm. 250.000 579.00 144,750.00
smooth continuous surface all as per clause no. 3004.2 of Technical
Specification.
 Quantity/ Amount (in
Item No. Description of Items Unit Rate (in Rs.)
1 YEAR Rs.)

(b) Filling potholes and patch repair with bitumenous concrete beyond
50 mm thickness after removal of all failed material, trimming of
completed excavation to provide firm vertical faces, cleaning of surface,
painting of tack coat on the sides & base of excavation as per clause no.
503, back filling the patch with bitumenous concrete prepared by using
bitumen emulsion complying with IS 8887 and other material detailed as
1.34B per clause no. 507. Compacting trimming & finishing the surface to form Sqm. 250.000 851.00 212,750.00
a smooth continuous surface all as per clause no. 3004.2 of Technical
Specification.

1.35 Providing and fixing retro-reflective stickers (Type XI) of size 10cm X 5cm
on MBCBs and other structures as per MoST Cl No. 801 and as per Num 4000.000 12.00 48,000.00
approval of Engineer in charge.

TOTAL FOR BILL NO.1 /YR 47,380,150.10

TOTAL FOR BILL NO.1 /MONTH 3,948,346.00
 BILL NO. 2 - REHABILITATION/ IMPROVEMENT WORKS & INITIAL RECTIFICATION WORKS (LUMP SUM)
Item Amount in
Description of Work Unit Qty. Rate
No. figure (Rs)
A Initial Rectification works

Construction of sub grade and earthen shoulders with approved

material satisfying the requirement of minimum soaked CBR value
brought from borrow areas located outside ROW with all leads and
2.01
lifts, transporting to site, laying and compacting as per technical
specification Clause 305 complete in all respect as per direction of
Engineer in charge.

2.01A Sub grade Cum 0.000 396.00 -

2.01A Earthen Shoulder Cum 0.000 396.00 -

Construction of Granular sub-base by providing close graded

Material, mixing in a mechanical mix plant at OMC, carriage of mixed
2.02 Material to work site, spreading in uniform layers with motor grader on Cu.m. 0.000 3,218.00 -
prepared surface and compacting with vibratory power roller to
achieve the desired density, complete as per clause 401 . (Grade-I)

Construction of dry lean cement concrete Sub- base over a

prepared sub-grade with coarse and fine aggregate conforming to IS:
383, the size of coarse aggregate not exceeding 25 mm, aggregate
cement ratio not to exceed 15:1, aggregate gradation after blending to
2.03 be as per table 600-1, optimum moisture content to be determined Cu.m. 4,663.24 -
during trial length construction, concrete strength not to be less than
10 Mpa at 7 days, mixed in a batching plant, transported to site, laid
with a paver with electronic sensor, compacting with 8-10 tonnes
vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete

pavement over a prepared sub base with 43 grade cement @ 310 kg
per cum, coarse and fine aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding 25 mm, mixed in a batching
and mixing plant as per approved mix design, transported to site, laid
2.04 with a fixed form or slip form paver, spread, compacted and finished in Cu.m. 8,231.59 -
a continuous operation including provision of contraction, expansion,
construction and longitudinal joints, joint filler, separation membrane,
sealant primer, joint sealant, debonding strip, dowel bar, tie rod,
admixtures as approved, curing compound, finishing to lines and
grades as per drawing

Providing, Laying and compacting wet mix macadam (WMM) base

2.05 course with approved materials complete as per Technical specification Cu.m. 0.000 3,401.00 -
clause No 406 of MORTH.

Providing, laying and compacting dense graded bituminous

2.06 Cu.m. 0.000 10,557.00 -
macadam complete as per technical specification Clause no.505 .

Providing, laying and compacting bituminous concrete as per

2.07
technical specification clause 507.

2.07A (a) Using VG-30 Cu.m. 0.000 13,076.00 -

Providing and laying bituminous primer coat over granular surface with
2.08 bituminous emulsion complete as per Technical specification clause Sqm 0.000 37.00 -
no.502 @ 7.5 kg./10 sqm and as per the direction of Engineer.

Providing and laying tack coat with bituminous emulsion all complete
2.09 Sqm 0.000 12.00 -
as per Technical specification clause 503.

Providing sealing to cracks or incipient fretting or disintegration in an

existing bituminous surface at scattered locations after sweeping the
2.10 surface clean and dry, applying tack coat of emulsified bitumen -
complete as per Technical specifications clause no-3004.3 and as per
satisfaction of the engineer

2.10A a) less than 3mm wide Sqm 0.000 44.00 -

2.10B b) wider than 3mm Sqm 0.000 73.00 -
Item Amount in
Description of Work Unit Qty. Rate
No. figure (Rs)

Repair of joint Grooves with Epoxy Mortar Repair of spalled joint

grooves of contraction joints, longitudinal joints and expansion joints
2.11 Rm 557.00 -
in concrete pavements using epoxy mortar or epoxy concrete) MORTH
Specification no 3005.1

Repair involving removal of Old joint sealant and sealing with fresh
2.12 Rm 67.00 -
Sealant in cement concrete Pavement - MORTH Specification no 3005.2

Repair of localized failed areas of PQC by marking area , removing the

failed area using jack hammer , Saw cutting to full depth of PQC,
2.13 replacing membrane, clearing the area from dust and debris. Placing Sqm -
M-40 grade PQC in a depth equivalent to the existing depth of PQC and
installing existing expansion joint/other joint (if there was one).

Repair of transverse joints of cement concrete pavement involving

removal of old joint sealant and sealing with fresh sealant (Poly
2.14 Rm -
sulphide) including repair of spalled/broken edges of joints with Epoxy
mortar complete as per Clause no. 3005 of Technical Specifications.

Full depth repair of PQC slab by removing the entire slab and DLC and
underneath layers if required. Placing separation membrane, dowel
bars 32 mm dia X 500 mm long and tie bars 16 mm dia X 750 mm
2.15 Sqm -
long, placing DLC if
removed and PQC M-40 grade complete as per the provision of IRC:15
and as per directions of Engineer-in-Charge

Sealing of crack/porous concrete with Epoxy grout by injection through

2.16 nipples complete as per Clause 2803 of Technical Specifications and as Sqm 690.00 -
per approval of the Engineer.

Applying Epoxy mortar over leached honey combed and spalled

concrete surface and exposed steel reinforcement complete as per
2.17 Sqm 304.00 -
Technical Specifications Clause 2804 and as per approval of the
Engineer.

Full depth repair as per specifications and standards defined in IRC

2.18 Sqm -
SP:83-2018

Diamond Grooving as per specifications and standards defined in IRC

2.19 Sqm -
SP:83-2018

Diamond Grinding (Cutting) as per specifications and standards

2.2 Sqm -
defined in IRC SP:83-2018

Dowel Bar Retrofit as per specifications and standards defined in IRC

2.21 No's -
SP:83-2018

Cross- Stitching as per specifications and standards defined in IRC

2.22 Rm -
SP:83-2018

2.23 Stapling as per specifications and standards defined in IRC SP:83-2018 Rm -

Providing repair to stone pitching/apron over/with the filter

media/drainage layer at scattered locations over the slopes of guide
bunds, river training works, and road embankments as per
2.24 Sqm. 0.000 235.00 -
requirement at site and as per Technical Specifications clause no. 2504
complete in all respects as directed by Engineer-in-charge including
procurement of material etc.

Dismantling of Flexible / Rigid Pavements (Dismantling of pavements

2.25 and disposal of dismantled materials up to a lead of 1000 metres, Cu.m.
stacking serviceable and unserviceable materials separately)

A. Bituminious Course ( Flexible pavement ) Cu.m. 0.000 741.00 -

B. Granular Course (Flexible Pavement ) Cu.m. 1,325.00 -
C. Cement Concrete Pavement (Rigid ) Cu.m. 1,257.10

Supplying and fixing of cement concrete precast slab M20 grade

2.26 excluding the cost of HYSD reinforcement complete as per drawing and Cu.m. 0.000 8,969.00 -
technical specification section 1700.

Provision of Speed Breakers on Cross roads/Approach roads available

2.27 Sqm 0.000 1,207.58 -
in the reach as per IRC 99
Item Amount in
Description of Work Unit Qty. Rate
No. figure (Rs)

Earth work in excavation of foundation of structures as per drawing

and technical specification, including setting out, construction of
2.28 Cum -
shoring and bracing, removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with approved material.

a) Ordinory Soil Cum 0.000 183.00 -

Providing and laying of a strip seal expansion joint catering to

maximum horizontal movement upto 70 mm, complete as per
2.29 approved drawings and standard specifications to be installed by the Rm 0.000 8,549.00 -
manufacturer/supplier or their authorised representative ensuring
compliance to the manufacturer's instructions for installation.

2.30 Providing & Laying of Strip Seal for damaged portions Rm 0.000 5,511.00 -

Providing and applying two coats of ready mix paint of approved brand
2.31 on expansion joint after thorough cleaning of surface to give an even Sqm 0.000 90.00 -
shade

Replacement of stolen/missing retro-reflectorised traffic sign boards by

providing and fixing new retro-reflectorised cautionary, mandatory and
informatory sign as per ASTM D 4956-04 made of High intensity grade
Microprismatic sheeting Type-XI, fixed over aluminium sheeting 2.0
mm thick supported on a MS Angle Iron Frame comprising of 40mm X
2.32 -
40 mm X 4mm. This frame is further welded to MS Angle 75mm X
75mm X 6 mm size, vertical post complete as per drawing. This
vertical post shall be embeded in M15 grade cement concrete in a pit
of size 450mm X 450mm X 600 mm, 600 mm below ground level
complete in all respect as per direction of the Engineer.

A Informatory Sign -
i) Advance Direction, Destination, Reassurance, place identification and
control room / helpline nos. sign (size 2100 mm X 1700mm) as per
Num 0.000 45,422.00 -
drawing with two vertical posts embeded in M15 cement concrete
details as per description given above and as per drawing.
ii) Facility information Sign 800 x 600 Num 0.000 6,939.00 -
iii) Helpline Boards 800 x 600 Num 0.000 6,939.00 -
iv) Chevron Signs & Route Marker Signs 600 x 500 Num 0.000 6,469.00 -
B Cautionary / Warning sign -
i) Triangular 1200 mm side (Speed breaker, pedestrian crossing, gap in
median, T-Intersection, school ahead, Major road ahead, round about, Num 0.000 10,317.00 -
start&end of dual c/w)
C Mandatory/ Regulatory sign -
i) Octagon "STOP" sign Num 0.000 17,071.00 -
ii) Circular sign 1200 mm dia Num 0.000 16,356.00 -
iii) Triangular sign 1200 mm dia Num 0.000 10,317.00 -
Object Markers 300 x 300 x 300 Num 0.000 1,226.00 -
Hazard Markers 300 x 900 Num 0.000 5,158.00 -

Supplying and installation of delineators (Roadway indicators) 95 cm

high above ground level of total length 135 cm. painted black and
white in 15cm wide strips fitted with 3 nos. rectangular microprismatic
reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mm
X 100 mm one in each black strip duly riveted in the rectangular
tubular section facing direction of traffic. Rectangular Tubular section
of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section of
2.33 Num 0.000 2,677.00 -
the delineator is encased all around with steel welded wire mesh of
thickness 2.5 mm, in size 120 mm X 70 mm X 760 mm as shown in the
drawing. The welded wire mesh is painted with two coats synthetic
enamel white paint after applying two coat red oxide primer. The
delineator is embedded in M-15 cement concrete in pit size 300 mm X
300 mm X 450 mm. The rate quoted is for the complete job as per
Drawing and direction of Engineer.
Item Amount in
Description of Work Unit Qty. Rate
No. figure (Rs)

Providing and marking of hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250 gms/ sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC 35. The finished Surface to be level, uniform and free from streaks
2.34 and holes complete in all respect. The job includes marking of centre Sqm 0.000 763.00 -
line, shoulder line, edge line, zebra crossing marking, arrows and
dashes marking at the junctions as per Technical Specifications Clause
803.4 complete in all respect and as per approval of Engineer In
Charge.

Construction and laying Cast in situ cement concrete kerb in M 20

grade and matching with the existing kerb section complete including
dismantling and disposal of existing damaged broken kerbs as per
2.35 Rm 0.000 504.00 -
technical Specifications Clause 409 for kerbs (M-20 grade) The job
includes jointing of adjacent kerbs and carrying out pointing as per
existing pattern.

Repairing of damaged kerb after dismantling of the kerb upto

minimum of 100 mm and making good the section with M-20 concrete
to match with the existing section including form work, curing, painting
2.36 Rm 0.000 244.00 -
with two coats of first quality synthetic enamel paint etc. complete in
all respect conforming to relevant MOST Clauses and as per direction
of Engineer.

Providing and fixing in position HYSD reinforcement in foundation/ sub-

2.37 structure/superstructure/crash barrier and in other structure complete MT 0.000 80,708.00 -
as per Specification Section 1600 and as directed by the Engineer.

Providing and erecting a "W" metal beam crash barrier comprising of 3

mm thick corrugated sheet metal beam rail, 70 cm above road/ground
level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm
spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road
2.38 Rmt 0.000 3,963.00 -
level, all steel parts and fitments to be galvanised by hot dip process,
all fittings to conform to IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a spacer of channel section 150 x 75 x 5
mm, 330 mm long complete as per clause 811

Supplying & Fixing LED Solar Blinker mounted on a steel poles to guide
and warn various vehicle drivers of a forthcoming flyovers, crossover,
underpass and other intersections and accident prone region.
Manufactured using superior grade battery, solar panel and other
2.39 components, clearly visibile for enhancing road safety during fog, rain Num 0.000 23,300.00 -
and other adverse weather condition as per scope of work including
maintenance and replacement of the same and as directed by the
Engineer-in-charge. The warranty so provided by the Supplier will be in
the name of NHAI. (Rate considered as per quotation)

Plain / Reinforced Cement concrete of specified mix as under with

stone aggregates 20mm nominal size mechanically mixed and vibrated
2.40 in foundation, sub-structure and superstructure including shuttering/
formwork conforming to MOST Specification Clause no. 1000, 1500 &
1700

i PCC M15 Grade Cu.m. 0.000 6,571.00 -

ii PCC M 20 grade Cu.m. 0.000 6,659.00 -
iii RCC M 20 grade Cu.m. 0.000 7,698.00 -
iv RCC Cement concrete M 25 grade Cu.m. 0.000 8,157.00 -
v RCC Cement concrete M 30 grade Cu.m. 0.000 8,217.00 -
Providing, fitting and fixing mild steel/ RCC railing complete as per
2.41 Rmt 0.000 2,549.00 -
drawing and Technical Specification

Provision of an Reinforced cement concrete crash barrier with RCC M

40 at the edges of the road, approaches to bridge structures and
medians, constructed with M-40 grade concrete with HYSD
reinforcement conforming to MoRTH specification and as per details
2.42 Rmt 0.000 2,300.20 -
given in IRC-5(Fig-5,b) including dowel bars 25 mm dia, 450 mm long
at expansion joints filled with pre-moulded asphalt filler board etc as
per approved drawing and locations directed by the Engineer , all as
specified (area-0.243 Sqm/metre , single face)

-
Sub Total Amount for Bill No. 2 -
 BILL NO. 3 - PERIODIC MAINTENANCE
Item No. Description of Work Unit Qty. Rate Amount in figure (Rs)

Providing, laying and compacting bituminous concrete after

Milling of existing pavement including credit of aggregate as per
3.01 technical specification clause 507. Including tack coat as per Km
technical specification clause no 503.

For 2 - Lane road with PS Km 75.83 5,276,800.00 400,139,744

For 4 - Lane road Km 9.37 9,498,240.00 88,998,509

Providing and marking of hot applied thermoplastic compound

2.5 mm thick including reflectorising glass beads @ 250 gms/ sqm
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC 35. The finished Surface to be level, uniform and
3.03 free from streaks and holes complete in all respect. The job
includes marking of centre line, shoulder line, edge line, zebra
crossing marking, arrows and dashes marking at the junctions as
per Technical Specifications Clause 803.4 complete in all respect
and as per approval of Engineer In Charge.

For 2 - Lane road with PS Km 75.83 290,412.91 22,022,011

For 4 - Lane road Km 9.37 533,578.85 4,999,634

Cat Eye/Pavement Marker (NMC nail Less):- Made out of Acrylic-

strene-Acrylonitril or Hi-Impect polysterene fitted with Moulded
of Methacrylate (NMC) reflector cube corner reflector design;
3.04 Filled with tightly adhering potting compound as per ASTM D788 Km
size 11.5 cms X 7cms X 1.6 cms or 10 cms X 10 cms X 1.75
provided with bituminous adhesive in sufficient qantity with each
unit for fixing. No nail should be allowed for fixing.

For 2 - Lane road with PS Km 75.83 863,546 65,482,669

For 4 - Lane road Km 9.37 3,561,755 33,373,649

Milling of distressed bituminous surface to required depth using

milling machine fitted with loading conveyor for loading the
milled material directly on to trucks for safe disposal with all
3.05 leads and lifts complete in all respect as directed by Engineer-In-
Charge. The rate quoted shall be inclusive of the rebate for the
solvage value of the milled material. (Irrespective of thickness of
damaged BC & DBM layers)

For 2 - Lane road with PS Km 75.83 138,215 10,480,869

For 4 - Lane road Km 9.37 248,788 2,331,144

Total Amount for Bill No. 3 627,828,228

 BILL NO. 3 - PERIODIC MAINTENANCE SERVICES
Amount in figure
Item No. Description of Work Unit Qty. Rate
(Rs)

Bituminous Overlay with 40mm thick

3.01
after Milling of existing pavement

Bituminous Concrete - 2 Lane with PS Cum 30332.00 12,892.00 391,040,144

Tack Coat Sqm 758300.00 12.00 9,099,600

Total Amount/75.83 Km 400,139,744.00

Total Amount/Km 5,276,800.00

Bituminous Concrete - 4 Lane Cum 6746.40 12,892.00 86,974,589

Tack Coat Sqm 168660.00 12.00 2,023,920
Total Amount/9.370 Km 88,998,508.80
Total Amount/Km 9,498,240.00

3.03 Thermoplastic Road Marking

Thermoplastic Road Marking - 2Lane Sqm 28862.40 763.00 22,022,011
with PS
Total Amount/75.830 Km 22,022,011.20

Total Amount/Km 290,412.91

Thermoplastic Road Marking - 4Lane Sqm 6552.60 763.00 4,999,634

Total Amount/9.37 Km 4,999,633.80
Total Amount/Km 533,578.85

3.04 Road Stud

Road Stud - 2 Lane with PS Nos 7301.00 8,969.00 65,482,669

Total Amount/75.830 Km 65,482,669.00

Total Amount/Km 863,545.68

Road Stud - 4 Lane Nos 3721.00 8,969.00 33,373,649

Total Amount/9.37 Km 33,373,649.00
Total Amount/Km 3,561,755.50

3.05 Milling
Milling - 2 Lane with PS sqm 758300 13.82 10,480,869
Total Amount/75.830 Km 10,480,869.02
Total Amount/Km 138,215.34

Bituminous Concrete - 4 Lane sqm 168660.00 13.82 2,331,140

Total Amount/9.370 Km 2,331,139.88
Total Amount/Km 248,788.00
 Periodic Maintenance - Measurements

Chainage
Required Overlay Length (in Thickness (in
S.no Width (in mtrs) Quantity (in Cu.m) Remarks
Thickness in (mm) mtrs.) mtrs.)
From(Km) To (Km)

3.01 Bituminous Overlay with 40mm thick

23+000 33+080 40 10,080.00 10 0.04 4032.00
34+180 43+200 40 9,020.00 10 0.04 3608.00
44+900 45+550 40 650.00 10 0.04 260.00
45+850 47+620 40 1,770.00 10 0.04 708.00
48+670 56+000 40 7,330.00 10 0.04 2932.00
56+800 58+410 40 1,610.00 10 0.04 644.00
60+910 71+360 40 10,450.00 10 0.04 4180.00
71+960 101+250 40 29,290.00 10 0.04 11716.00
101+550 107+180 40 5,630.00 10 0.04 2252.00

Total Qty 75.830 KM 30332.00 Cum

Tack Coat 75.830 KM 758300.00 sqm

33+080 34+180 40 1,100.00 18 0.04 792.00 4L

43+200 44+900 40 1,700.00 18 0.04 1224.00 4L
47+620 48+670 40 1,050.00 18 0.04 756.00 4L
56+000 56+800 40 800.00 18 0.04 576.00 4L
58+410 60+910 40 2,500.00 18 0.04 1800.00 4L
71+360 71+960 40 600.00 18 0.04 432.00 4L
107+180 108+800 40 1,620.00 18 0.04 1166.40 4L

Total Qty 9.370 KM 6746.40 Cum

Tack Coat 9.370 KM 168660.00 sqm

3.03 Thermoplastic Road Marking

Edges Line - 2L with PS 2 75830.00 0.150 22749.00
Center Line -2L with PS 1 7142 0.100 3.000 2142.60
Center Line -2L wCurve locations 1 11548.00 0.100 1154.80
Junctions 44 10 2 0.5 440.00
Transver bar 2.5mm thick 22 60 0.3 396.00
markigs
5.0mm thick 22 60 0.3 792.00
7.5mm thick 22 60 0.3 1188.00

Edges Line - 4L 4 9370.00 0.150 5622.00

Center Line -2L 2 1041 0.100 3.000 624.60
Median 34 9 2 0.5 306.00
Openings
Total Qty 85.20 KM 35415.00 Sqm
For 2-lane road with PS 28862.40 Sqm
For 4-lane road 6552.60 Sqm

3.04 Road Studs 11022 11022.00 Nos

85.20 KM 11022.00 Nos
For 2-lane road with PS 7,301.00 Nos
For 4-lane road 3,721.00 Nos

3.05 Milling
23+000 33+080 10,080.00 10 100800.00
34+180 43+200 9,020.00 10 90200.00
44+900 45+550 650.00 10 6500.00
45+850 47+620 1,770.00 10 17700.00
48+670 56+000 7,330.00 10 73300.00
56+800 58+410 1,610.00 10 16100.00
60+910 71+360 10,450.00 10 104500.00
71+960 101+250 29,290.00 10 292900.00
 Chainage
Required Overlay Length (in Thickness (in
S.no Width (in mtrs) Quantity (in Cu.m) Remarks
Thickness in (mm) mtrs.) mtrs.)
From(Km) To (Km)

101+550 107+180 5,630.00 10 56300.00

Total Qty 75.830 KM 758300.00 Sqm

33+080 34+180 1,100.00 18 19800.00 4L

43+200 44+900 1,700.00 18 30600.00 4L
47+620 48+670 1,050.00 18 18900.00 4L
56+000 56+800 800.00 18 14400.00 4L
58+410 60+910 2,500.00 18 45000.00 4L
71+360 71+960 600.00 18 10800.00 4L
107+180 108+800 1,620.00 18 29160.00 4L

Total Qty 9.370 KM 168660.00 Sqm

 Red-White White- White-
Radius Red-White
S. Bi- white Bi- white Bi- Yellow- Remark
From To of Length Bi-
No directiona directiona directional Yellow s
curve directional
l (Edge ) l (Center)
1 23+000 24+084 1084
2 24+084 24+317 360 233 79.67 80.00 39.83 40
3 24+317 30+429 6112
4 30+429 30+695 1000 266 31.56 32.00 15.78 16
5 30+695 31+474 779
6 31+474 31+644 900 170 20.89 21.00 10.44 10
7 31+644 33+080 1436
8 33+080 34+180 1100 248.44 248.00 4L
9 34+180 35+425 1245
10 35+425 35+701 360 276 94.00 94.00 47.00 47
11 35+701 39+519 3818
12 39+519 39+783 700 264 60.67 61.00 30.33 30
13 39+783 42+868 3085
14 42+868 43+174 360 306 104.00 104.00 52.00 52
15 43+174 43+200 26
16 43+200 43+873 673 153.56 154.00 4L
17 43+873 44+160 360 287 195.33 195.00 97.67 98 4L
18 44+160 44+200 40 12.89 13.00 4L
19 44+200 44+900 700 159.56 160.00 4L
20 44+900 45+550 650
21 45+850 47+195 1345
22 47+195 47+512 360 317 107.67 108.00 53.83 54
23 47+512 47+620 108
24 47+620 48+453 833 189.11 189.00 4L
25 48+453 48+670 305 217 148.67 149.00 74.33 74 4L
26 48+670 48+745 305 75 27.00 27.00 13.50 14
27 48+745 49+088 343
28 49+088 49+298 500 210 48.67 49.00 24.33 24
29 49+298 50+091 793
30 50+091 50+352 305 261 89.00 89.00 44.50 45
31 50+352 51+356 1004
32 51+356 51+525 900 169 20.78 21.00 10.39 10
33 51+525 52+698 1173
34 52+698 52+956 500 258 59.33 59.00 29.67 30
35 52+956 54+021 1065
36 54+021 54+330 360 309 105.00 105.00 52.50 53
37 54+330 54+823 493
38 54+823 55+032 240 209 71.67 72.00 35.83 36
39 55+032 55+712 680
40 55+712 55+925 600 213 49.33 49.00 24.67 25
41 55+925 56+000 75
42 56+000 56+800 800 181.78 182.00 4L
43 56+800 57+632 832
44 57+632 57+818 700 186 43.33 43.00 21.67 22
45 57+818 58+410 592
46 58+410 58+626 216 52.00 52.00 4L
47 58+626 58+865 305 239 163.33 163.00 81.67 82 4L
48 58+865 59+352 487 112.22 112.00 4L
49 59+352 59+535 210 183 126.00 126.00 63.00 63 4L
50 59+535 60+416 881 199.78 200.00 4L
51 60+416 60+654 270 238 162.67 163.00 81.33 81 4L
52 60+654 60+910 256 60.89 61.00 4L
53 60+910 61+403 493
54 61+403 61+677 240 274 93.33 93.00 46.67 47
55 61+677 62+159 482
56 62+159 62+375 360 216 74.00 74.00 37.00 37
57 62+375 66+776 4401
58 66+776 66+984 700 208 48.22 48.00 24.11 24
 Red-White White- White-
Radius Red-White
S. Bi- white Bi- white Bi- Yellow- Remark
From To of Length Bi-
No directiona directiona directional Yellow s
curve directional
l (Edge ) l (Center)
59 66+984 68+076 1092
60 68+076 68+267 360 191 65.67 66.00 32.83 33
61 68+267 71+000 2733
62 71+000 71+360 360
63 71+360 71+386 26 9.78 10.00 4L
64 71+386 71+630 305 244 166.67 167.00 83.33 83 4L
65 71+630 71+960 330 77.33 77.00 4L
66 71+960 77+027 5067
67 77+027 77+165 90 138 48.00 48.00 24.00 24
68 77+165 80+709 3544
69 80+709 81+116 360 407 137.67 138.00 68.83 69
70 81+116 81+497 381
71 81+497 81+765 360 268 91.33 91.00 45.67 46
72 81+765 82+000 235
73 82+000 82+145 145
74 82+145 82+191 20 46 17.33 17.00 8.67 9
75 82+191 84+000 1809
76 84+000 84+891 891
77 84+891 85+091 700 200 46.44 46.00 23.22 23
78 85+091 86+000 909
79 86+000 87+034 1034
80 87+034 87+136 45 102 36.00 36.00 18.00 18
81 87+136 87+917 781
82 87+917 88+498 389 581 195.67 196.00 97.83 98
83 88+498 91+000 2502
84 91+000 92+000 1000
85 92+000 92+421 421
86 92+421 92+853 305 432 146.00 146.00 73.00 73
87 92+853 93+198 345
88 93+198 93+370 1200 172 21.11 21.00 10.56 11
89 93+370 94+697 1327
90 94697 95275 389 578 194.67 195.00 97.33 97
91 95+275 96+762 1487
92 96+762 97+065 250 303 103.00 103.00 51.50 52
93 97+065 98+194 1129
94 98+194 98+520 270 326 110.67 111.00 55.33 55
95 98+520 99+998 1478
96 99+998 ### 360 320 108.67 109.00 54.33 54
97 100+318 ### 932
98 101+550 ### 346
99 101+896 ### 900 188 22.89 23.00 11.44 11
100 102+084 ### 1805
101 103+889 ### 360 466 157.33 157.00 78.67 79
102 104+355 ### 45
103 104+400 ### 360 307 104.33 104.00 52.17 52
104 104+707 ### 1319
105 106+026 ### 700 174 40.67 41.00 20.33 20
106 106+200 ### 980
107 107+180 ### 657 150.00 150.00 4L
108 107+837 ### 630 660 444.00 444.00 148.67 149 4L
109 108+497 ### 198 48.00 48.00 4L
110 108+695 ### 1200 105 13.67 14.00 13.67 14 4L
Pedestrian
111 1760 1760 1,760.00
Crossings - 44 no's
Median openings -
112 1224 1224 1,224.00
17 no's
8,938.00 2,084.00
Total No.s 11,022.00
 Curves List
Chainage
S.no Radius Length( Meters)
From To
1 24.084 24.317 360 0.233
2 30.429 30.695 1000 0.266
3 31.474 31.644 900 0.170
4 35.425 35.701 360 0.276
5 39.519 39.783 700 0.264
6 42.868 43.174 360 0.306
7 43.873 44.160 360 0.287
8 47.195 47.512 360 0.317
9 48.453 48.745 305 0.292
10 49.088 49.298 500 0.210
11 50.091 50.352 305 0.261
12 51.356 51.525 900 0.169
13 52.698 52.956 500 0.258
14 54.021 54.330 360 0.309
15 54.823 55.032 240 0.209
16 55.050 55.264 240 0.214
17 55.712 55.925 600 0.213
18 57.632 57.818 700 0.186
19 58.626 58.865 305 0.239
20 59.352 59.535 210 0.183
21 60.416 60.654 270 0.238
22 61.403 61.677 240 0.274
23 62.159 62.375 360 0.216
24 66.776 66.984 700 0.208
25 68.076 68.267 360 0.191
26 71.386 71.630 305 0.244
27 77.027 77.165 90 0.138
28 80.709 81.116 360 0.407
29 81.497 81.765 360 0.268
30 82.145 82.191 20 0.046
31 84.891 85.091 700 0.200
32 87.034 87.136 45 0.102
33 87.917 88.498 389 0.581
34 92.421 92.853 305 0.432
35 93.198 93.370 1200 0.172
36 94.697 95.275 389 0.578
37 96.762 97.065 250 0.303
38 98.194 98.520 270 0.326
39 99.998 100.318 360 0.320
40 101.896 102.084 900 0.188
41 103.889 104.355 360 0.466
42 104.400 104.707 360 0.307
43 106.026 106.200 700 0.174
44 107.837 108.497 630 0.660
45 108.695 108.860 1200 0.165

12.066
 BILL NO. 4 - EMERGENCY WORKS/DAY WORKS UNIT ITEM RATES (LUMP SUM)
Amount in
Item No. Description of Work Unit Qty. Rate Remarks
figure (Rs)
Providing Following equipments in
running condition on hire basis including
running and maintenance charges as per
4.01 instructions of the Engineer including
P.O.L. complete as per specification.
(Rate for net working hours at site)

(a) Tipper 12 Cum. Capacity per Hour 400.00 2,632.79 1,053,116.00 SOR 23-24
(b) Tipper 6 Cum. Capacity per Hour 400.00 1,278.00 511,200.00 SOR 23-24
(c) JCB per Hour 400.00 2,087.02 834,808.00 SOR 23-24
(d) Excavator per Hour 200.00 3,571.00 714,200.00 SOR 23-24
(e) Tractor with trolly per Hour 400.00 512.00 204,800.00 SOR 23-24
(f) Dewatering Pump per Hour 200.00 1,895.40 379,080.00 SOR 23-24
g) Grader per Hour -
h) Roller per Hour -
Providing and supply of Following
manpower for misc. work as when
4.02 required basis as per instruction of the
Engineer.

A Mate/ Supervisor per Day 1800.00 580.00 1,044,000.00 SOR 23-24

B Helper/Beldar/ Coolie per Day 1800.00 545.00 981,000.00 SOR 23-24
C Security Guard per Day 3600.00 545.00 1,962,000.00 SOR 23-24
D Sweepers & Cleaners per Day 10000.00 545.00 5,450,000.00 SOR 23-24
Providing and placing in proper position Num
empty cement bags filled with local earth
to control erosion/damage of the side of
the road or bank of the river/nallaha at
reqiured locations including cost of
4.03 material, labour equipment transporation 1000.000 37.00 37,000.00 Non SD
etc complete in all respect as directed by
the Engineer in Charge.

Total Amount for Bill No. 4 13,171,204

 NATIONAL HIGHWAYS AUTHORITY OF INDIA

Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section (NH 209) in the State of Tamilnadu

SEIGNIORAGE STATEMENT
No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Maintenance of unpaved shoulders and slopes on both sides of the carriageway

including the shoulders of service road, if any. It includes removal of Rank
vegetation/weeds, Blading/grading at the required camber using motor grader,
Providing spot reconditioning, reconstruction and regravelling to repair specific
erosion or other damages for restoring the eroded area to originally constructed
cross section on cuts and fills slopes/ shoulders conforming to Technical
Specifications clause no. 3002, 3003. The work also include disposal of surplus
1.01 material outside ROW and addition of selected soil conforming to Technical Km/Month 893.916 5.00 4469.58 Km/Month 7.031 31425.62 0.000 0.000
Specifications clause no. 305 brought from borrow areas located outside ROW. It
includes cleaning of dust/dirt from existing MBCB/Guard Rail etc. with water and
detergent within ROW. It also includes routine maintenance such as
cleaning/straightening of all type of road signs including Gantries and delineators
etc. and also removal of unauthorized boards within ROW including
transportation to nearest suitable location and as directed by the Engineer-in-
charge.

Removal of rank vegetation/weeds and undesirable vegetation from Toe line of

embankment slopes to ROW complete in all respect including breaking of
1.02 Sqm. 537094.530 5.00 2685472.65 Sqm.
clods,rough dressing and disposal of waste material and vegetation at a place
outside ROW as per direction of Engineer-In-Charge.

Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha drains of

all sizes and making shallow kaccha lateral drains on shoulders wherever
required, including removal and disposal of sediments, extraneous debris and
vegetation growth blocking the free flow from site outside ROW with all leads
1.03 Rm 120120.708 5.00 600603.5392 Rm
and lifts complete in all respects as directed by the Engineer in charge and as per
Additional Maintenance Standard. (Frequency of cleaning in urban areas will be
quarterly whereas in rural areas it will be twice in year i.e. before and after
monsoon).
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Clearing road side/Median open lined/ pucca drains/covered drains/piped drains

including Manholes, gratings, channels and Galis etc. of all sizes and bring them
to original shape, drainage capacity incuding disposal of sediments, extraneous
debris & vegetation growth blocking the free flow from site outside ROW with
1.04 Rm 67172.000 5.00 335860 Rm
all leads and lifts complete in all respects as directed by the Engineer in charge
and as per Additional Maintenance Standard. (Frequency of cleaning in urban
areas will be quarterly whereas in rural areas it will be twice in year i.e. before
and after monsoon).

Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and
reshaping of upstream and down stream faces of these culverts with in right of
way. The job includes disposal of excess material recovered from site including
1.05
vegetation outside ROW with all leads and lifts complete in all respect as per
direction of Engineer In-Charge. (Frequency of cleaning will be one time in a year
i.e. before start of monsoon).
A Slab/Box Type Culverts Num. 35.000 5.00 175 Num.
B Pipe Culverts Num. 98.000 5.00 490 Num.
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE
Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints
(for free movement), drainage spouts of bridge including removal and disposal of
Rmt. Of the Rmt. Of the
1.06 trash, plastic, vegetation etc. from site outside ROW complete as per direction of 674.800 5.00 3374
bridge bridge
Engineer. (Frequency of cleaning will be two times in a year i.e. before and after
the monsoon).
Carrying out proper cleaning, and removing of dust/silt/thrash
/plastic/rubbish/garbage/waste from the carriageway, foothpaths, verges
(excluding the verges of central median) by mechanical brooms established with
vehicle tracking system and manually if required and as directed by the
Engineer-in-charge. The payment will be made as per the report of vehicle
1.07
tracking system indicating the location and kilometers travelled and number of
passes on that stretch covering the full kilometer. The cleaning includes full
width of both sides of carriageway and service road, if any and confirming to
6.10 of Scope of Work of Section-6 and as directed by the Engineer-in-charge.
The payment will be deducted proportionately as per the report of VTS.
A Urban area Km/month 112.440 5.00 562.2 Km/month
B Rural area (Frequency of cleaning will be quarterly). Km. 301.972 5.00 1509.86 Km.
Providing treatment to bleeding bituminous surface by uniform spreading of
crusher dust / other fine graded material @ 2.5 Kg per Sqm complete as per
1.08 Sqm. 300.000 5.00 1500 Sqm. 0.000 0.000 0.002 3.000
Technical Specification Clause No.-3004.4 in all respect and as per direction of
Engineer-in-charge.
Dismantling structures and pavement including disposal of resultant material
1.09 and / salvaging the useful material complete as per technical specification clause
no. 202 complete in all respect as per direction of the Engineer.

a) Stone Masonry including stacking of useful material Cu.m. 0.000 5.00 0 Cu.m.

Applying Epoxy / Polymer mortar over leached honey combed and spalled
1.10 concrete surface and exposed steel reinforcement complete as per Technical Sqm. 426.000 5.00 2130 Sqm.
Specification clause 2804 and as per approval of Engineer.

Cement plaster/ repair to cement plaster in thickness 12-20 mm in cement

1.11 mortar 1:4 on all types of masonry works in superstructure / substructure at any Sqm. 21.080 5.00 105.4 Sqm.
height as per MOST Clause No. 1000, 1300 & 1400.

Repair to all types of damaged stone/brick masonry work in superstructure and

substructure of bridges/ CD works including dismantling of damaged portion and
reconstructing to match with existing pattern without causing any damage to the
1.12 structure in cement work complete in all respects including testing etc. as 0.000
directed by the Engineer conforming to MOST Clause no. 1000, 1300 & 1400. The
rate quoted should be after due consideration of the salvage value of the
dismantled material.
(a) Repair to brick masonry in 1:4 cement sand mortar. Cu.m. 0.000 5.00 0 Cu.m.
(b) Repair to stone masonry in 1:3 cement sand mortar Cu.m. 11.500 5.00 57.5 Cu.m. 0.000 0.210 12.075 1.100 63.250
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Maintenance of median and the existing plants in it by basin making, weeding-

hoeing, cleaning, levelling and dressing of median, uprooting and removal of
weeds, cutting grass, disposal of all muck outside ROW regularly to keep the
median clean and plantation in healthy and good condition. The job also includes
1.13 0.000
the cleaning and removal of spilled over earth from median to main carriageway
in the portion adjacent to the kerbs all along the median besides cleaning of
longitudinal and cross drains in the median. The operation of maintenance in
addition to above will also cover and include the following activities:-

a) Watering of each plant as and when required depending upon the climatic
conditions of the locality/ region/ season/ strictly as per direction of Engineer in
Charge. The main requirement is to keep the plants/ shrubs in healthy, good and
surviving condition. The casuality / damage to any plant/shrubs during the 0.000
maintenance period will be the entire responsiblity of the contractor and the
contractor shall replace the dead & damaged plants/shrubs at his own cost with
new plants of the same species, varieties, age and size etc
b) Application of FYM or Sludge @ 1/2 cuft or 10 Kg/Plant two times a year
during February / March and October/ November plus 20 grams of NPK
0.000
(12:32:16) or Bonemeal per plants two times a year as detailed above.

c) Application of insecticide / pesticide/ fungicide etc for control of insects pests

and diseases as and when required as per direction of Engineer. 0.000

d) Training and pruning of all shrubs /plants as and when required to give them
required shape, size and spread.

e) Replacement of dead, damaged plants from the median by healthy & well
developed plant of similar species, varieties, age and size etc. within 10 days of
occurrence of casuality as noticed/ reported or as directed by the Engineer. In Km/Month 87.030 5.00 435.15 Km/Month
case, plant is not replaced as specified above, a penalty of Rs.1000/- per plant
will be imposed.

White wash/ cement paint/ snowcem in two or more coats to give an even shade
and smooth surface for protection of exposed concrete/masonary portion of
1.14 Bridges/CD works, kerb and wheel guard including scraping of damage paint
from old surface and repairing of the existing surface wherever necessary
complete as directed by the Engineer incharge.
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE
A) White washing two coats on existing surface Sqm 630.392 5.00 3151.961 Sqm

B) Finishing walls with exterior decorative cement based paint such as snowcern
on old work, two coats to give an even shade after repairing of defects so as to Sqm 62.000 5.00 310 Sqm
achieve smooth and defects free surface.

Painting with higloss synthetic enemal paint two coats to give an even and
smooth surface for protection of exposed concrete/masonary portion of
1.15 0.000
Bridges/CD works/ parapet, kerb painting and repairing wherever necessary,
complete as per approval of Engineer.

A Old existing surface Sqm 6922.000 5.00 34610 Sqm

Carrying out repair to road signs including strengthening resetting or otherwise
repairing signs made out of Retro Reflective sheets. Job includes patch repair to
aluminium sheet, R R Sheet, posts, signs / script and repainting of posts at
1.16
damaged location / positions with approved quality of enamel paint complete in
all respect conforming to respective IRC/MOST specifications and as directed by
Engineer-in-charge.
A Road sign Boards mounted on single post. Num 15.000 5.00 75 Num
B Road sign Boards mounted on double post. Num 5.000 5.00 25 Num
C Overhead gantry road sign boards Num 1.000 5.00 5 Num
D Cantilever Gantry Num 2.000 5.00 10 Num

Painting two coats on old surface after minor repairs to give an even and smooth
surface and printing letters and figures with 1st quality synthetic enamel paint of
1.17
approved brand and manufacture complete in all respect conforming to
respective IRC specification and as directed by Engineer-in-charge.

A) Hectometre stones Num 385.000 5.00 1925 Num

B) Kilometre stones Num 74.000 5.00 370 Num
C) 5th Kilometre stones Num 18.000 5.00 90 Num
D) Boundary stones Num 350.000 5.00 1750 Num
Providing and fixing reinforced cement concrete M-15 grade 5th kilometer
stones, kilometer stones and hectometer stones of standard design as per IRC-8-
1980 & MORTH specification clause 804 including two coat painting with
synthetic enamel paint after applying approved quality cement primer and
printing letters with approved quality synthetic enamel paint on both sides as per
MORTH specification clause 804 and as per drawing and direction of the
1.18
Engineer in charge. The job includes fixing of these distance measuring stones at
places after dismantling of existing damaged stones, and further disposing of
dismentaled material outside ROW. Rates quoted to be inclusive of the salvage
value of the useful material obtained during the course of dismantling. The fixing
of these stones shall be done with M 10 cement concrete as per drawing and
approval of the Engineer in charge.
A) Hectometre stones Num 100.000 5.00 500 Num 0.000 0.022 11.000 0.043 21.500
B) Kilometre stones Num 5.000 5.00 25 Num 0.000 0.121 3.025 0.242 6.050
C) 5th Kilometre stones Num 3.000 5.00 15 Num 0.000 0.176 2.640 0.353 5.295
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE
Painting two coats with first quality enamel paint of approved make & quality to
1.19 give an even shade including writing, letter & figure etc. complete in all respect
as per IRC standard.
A Printing letters of CD nos Num 298.000 5.00 1490 Num

Maintenance of existing single faced W-Beam metal crash barrier having a

length of 3835 meters. It includes replacement of beam, post, spacer channels /
brackets, fastners etc. Job also includes repair of old damaged members by
straightening the members and removing & repairing all the existing dents as
1.20 per Month 12.000 5.00 60 per Month
well as other defects and neatly refixing the repaired members complete in all
reaspect as per Clause 811 of Technical Specification and as directed by
Engineer in charge. The proportionate reduction of rate will be made as per
actual length at the time of handing over of stretch.

1.21 Providing and fixing Boundary Pillars as per IRC:25. Num 100.000 5.00 500 Num 0.000 0.010 5.000 0.020 10.000

Painting all types of M.S/GI railing as when required with two coats of synthetic
1.22 enamel paint of approved brand after cleaning the surface complete in all
respect as directed by the Engineer.

per Rmt. of per Rmt. of

A On existing Railing full height 10566.000 5.00 52830 full height
of railing of railing

Painting two coats on steel structure to give an even shade and smooth surface
1.23
as per direction of Engineer Incharge

A On existing Surface Sqm 69.000 5.00 345 Sqm

Removing all types of broken down/vehicles which have met with accidents from
the carriageway and toeing the same to proper locations i.e. nearest Police
1.24 per Month 24.000 5.00 120 per Month
stations or some suitable location by using 20 tonne or of more capacity pick and
carry crane as per maintenance standard. - 2 No.s

Providing, running and maintaining route patrol vehicle as per clause 6.4 of each vehicle each vehicle
1.25 24.000 5.00 120
scope of work and as per maintenance standard. - 2 Nos per month per month

Maintenance of existing LED Solar Blinker including checking of LED, solar panel
1.26 Num 49.000 5.00 245 Num
etc (Rate considered as per quotation)
Maintenance of existing LED Solar Blinker including Replacement of Battery (Rate
1.27 Num 8.000 5.00 40 Num
considered as per quotation)

1.28 Maintenance of existing 160 W +/-10% (>=20000 Lumens) Street lights Num 130.000 5.00 650 Num

1.29 Maintenance of existing 16 meter Highmast 200 W +/-10% (>=20000 Lumens) Num 10.000 5.00 50 Num
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Setting up of control room (24x7) along the higway with round the clock
depoloyment of atleast one Manager. Phone Nos. of control room will be
1.30 displayed on the highway at every 5 km. It will coordinate all the acitivities of per Month 12.000 5.00 60 per Month
incident management vehicles. It will maintain / generate VTS report and other
reports related to incident management operations - 1Nos

Supply of colour photographs in three copies and two CDs complete as per
1.31 per set 1200.000 5.00 6000 per set
Technical specification clause 125

Removal of dead animals lying on highways and burying them at proper safe
1.32 No 504.000 5.00 2520 No
location out of ROW.

Providing treatment and repair to pot holes/ patch repair of all types of bitumen
1.33 pavement complete as per technical specification Clause 3004.2, and as per
(a) Carrying
direction out patch repair with bitumenous concrete up to 50 mm thickness
of Engineer-in-charge.
after removal of all failed material, trimming of completed excavation to provide
firm vertical faces, cleaning of surface, painting of tack coat on the sides & base
of excavation as per clause no. 503, back filling the patch with hot bitumenous Sqm. 100.000 5 500 Sqm. 0.000 0.000 0.071 35.500
concrete
(b) Filling as per clause
potholes no. 507.
and patch Compacting
repair beyond 50 trimming & finishing
mm thickness afterthe surface
removal to
of all
form amaterial,
failed smooth trimming
continuous surface all excavation
of completed as per clause no. 3004.2
to provide of Technical
firm vertical faces
Specification.
cleaning of surface, painting of tack coat on the sides & base of excavation as per
Sqm. 250.000 5 1250 Sqm. 0.000 0.000 0.107 133.750
clause no. 503, back filling the potholes/patch with hot bitumenous concrete as
per clausetreatment
Providing 507. Compacting trimming
and repair to pot and finishing
holes/ the surface
patch repair to form
of all types of abitumen
smooth
continuousby
pavement surface
usingallbitumen
as per clause no. 3004.2.
emulsion complying with IS 8887 of a type and
1.34 grade approved
(a) Carrying out bypatchEngineer
repair in charge
with complete
bitumenous as per up
concrete technical
to 50 mm specification
thickness
Clause 3004.2,ofISall8887
after removal failedand 507 astrimming
material, per approval and direction
of completed of Engineer
excavation to providein
charge.
firm vertical faces, cleaning of surface, painting of tack coat on the sides & base
of excavation as per clause no. 503, back filling the patch with bitumenous
(b) Fillingprepared
potholes by and patch repair emulsion
with bitumenous concrete Sqm. 250.000 5 1250 Sqm. 0.000 0.000 0.071 88.750
concrete using bitumen complying with IS beyond
8887 and50othermm
thickness after removal
material detailed as perofclause
all failed
no. material, trimming trimming
507. Compacting of completed excavation
& finishing the
to provide
surface to firm
form vertical
a smooth faces, cleaning surface
continuous of surface, painting
all as of tack
per clause no.coat on the
3004.2 of
sides & base
Technical of excavation as per clause no. 503, back filling the patch with
Specification. Sqm. 250.000 5 1250 Sqm. 0.000 0.000 0.096 120.000
bitumenous concrete prepared by using bitumen emulsion complying with IS
8887 and other material detailed as per clause no. 507. Compacting trimming &
finishing the
Providing andsurface to form a smooth
fixing retro-reflective continuous
stickers surfacegrade)
(Engineering all as of
persize
clause
10cmno.X
3004.2
1.35 5cm onof Technical
MBCBs and Specification.
other structures as per MoST Cl No. 801 and as per approval Num 4000.000 5 20000 Num
of Engineer in charge.
BILL NO. 2 - REHABILITATION/ IMPROVEMENT WORKS & INITIAL RECTIFICATION WORKS (LUMP SUM)
A Initial Rectification works (on lump sum basis)

Construction of sub grade and earthen shoulders with approved material

satisfying the requirement of minimum soaked CBR value brought from borrow
2.01 areas located outside ROW with all leads and lifts, transporting to site, laying
and compacting as per technical specification Clause 305 complete in all respect
as per direction of Engineer in charge.

Sub grade Cum 0.000 0.000 Cum 1.000 0.000 0.000 0.000
Earthen Shoulder Sqm Err:509 Err:509 Sqm
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Construction of Granular sub-base by providing close graded Material, mixing in

a mechanical mix plant at OMC, carriage of mixed Material to work site,
2.02 spreading in uniform layers with motor grader on prepared surface and Cu.m. 0.000 0.000 Cu.m. 0.000 0.000 1.277 0.000
compacting with vibratory power roller to achieve the desired density, complete
as per clause 401 . (Grade-I)

Providing, Laying and compacting wet mix macadam (WMM) base course with
2.03 approved materials complete as per Technical specification clause No 406 of Cu.m. 0.000 0.000 Cu.m. 0.000 0.000 1.320 0.000
MORTH.

Providing, laying and compacting dense graded bituminous macadam complete

2.04 as per technical specification Clause no.505 . Including tack coat as per technical Cu.m. 0.000 0.000 Cu.m. 0.000 0.000 1.444 0.000
specification clause no 503.

Providing, laying and compacting bituminous concrete as per technical

2.05 specification clause 507. Including tack coat as per technical specification clause 0.000 0.000
no 503.
(a) Using VG-40 Cu.m. 0.000 0.000 Cu.m. 0.000 0.000 1.462 0.000
Providing and laying bituminous primer coat over granular surface with
2.06 bituminous emulsion complete as per Technical specification clause no.502 @ Sqm 0.000 0.000 Sqm
7.5 kg./10 sqm and as per the direction of Engineer.
Providing and laying tack coat with bituminous emulsion all complete as per
2.07 Sqm 0.000 0.000 Sqm
Technical specification clause 503.

Providing sealing to cracks or incipient fretting or disintegration in an existing

bituminous surface at scattered locations after sweeping the surface clean and
2.08 0.000 0.000
dry, applying tack coat of emulsified bitumen complete as per Technical
specifications clause no-3004.3 and as per satisfaction of the engineer

a) less than 3mm wide Sqm 0.000 0.000 Sqm

b) wider than 3mm Sqm 0.000 0.000 Sqm

Providing repair to stone pitching/apron over/with the filter media/drainage

layer at scattered locations over the slopes of guide bunds, river training works,
2.09 and road embankments as per requirement at site and as per Technical Sqm. 0.000 0.000 Sqm.
Specifications clause no. 2504 complete in all respects as directed by Engineer-
in-charge including procurement of material etc.

Providing & laying 300 mm thick stone pitching covering the slopes of guide
bunds/road embankments or other location over a layer of 200 mm granular
2.1 Cum Err:509 Err:509 Cum Err:509 Err:509 1.200 Err:509
material filter conforming to MOST Specification Clause No. 2504 complete in all
respect as directed by the Engineer-in-charge.
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Providing and laying of filtermedia underneath pitching in slopes with granular

materials/stone crushed aggregates satisfying the requirements laid down in
2.11 clause 2504.2.2 of Technical specifications complete in all respect and meeting Cum Err:509 Err:509 Cum Err:509 Err:509 1.200 Err:509
with the requirements of clause 710.1.4 of IRC-78

Dismantling of Flexible Pavements (Dismantling of flexible pavements and

2.12 disposal of dismantled materials up to a lead of 1000 metres, stacking Cu.m. 0.000 0.000 Cu.m.
serviceable and unserviceable materials separately)

Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work,
2.13 including T&P and scaffolding wherever necessary, sorting the dismantled Cu.m. Err:509 Err:509 Cu.m.
material, disposal of unserviceable material and stacking the serviceable material
with all lifts and lead of 1000 metres

Supplying and fixing of cement concrete precast slab M20 grade excluding the
2.14 cost of HYSD reinforcement complete as per drawing and technical specification Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
section 1700.
Provision of Speed Breakers on Cross roads/Approach roads available in the
2.15 Sqm 0.000 0.000 Sqm
reach as per IRC 99

Earth work in excavation of foundation of structures as per drawing and

technical specification, including setting out, construction of shoring and bracing,
2.16 Cum 0.000 Cum
removal of stumps and other deleterious matter, dressing of sides and bottom
and backfilling with approved material.
a) Ordinory Soil Cum 0.000 0.000 Cum
b) Hard Rock Cum 0.000 0.000 Cum
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment,
wing wall/ return wall with 100 mm dia AC pipe, extending through the full width
2.17 No Err:509 Err:509 No
of the structure with slope of 1V :20H towards drawing foce. Complete as per
drawing and Technical Specifications

Providing and laying of a strip seal expansion joint catering to maximum

horizontal movement upto 70 mm, complete as per approved drawings and
2.19 standard specifications to be installed by the manufacturer/supplier or their Rm 0.000 0.000 Rm
authorised representative ensuring compliance to the manufacturer's
instructions for installation.

2.19 Providing & Laying of Strip Seal for damaged portions Rm 0.000 0.000 Rm

Providing and applying two coats of ready mix paint of approved brand on
2.2 Sqm 0.000 0.000 Sqm
expansion joint after thorough cleaning of surface to give an even shade

2.21 Construction of Toilet Block at Kadthal Toll Plaza Nos Err:509 Err:509 Nos
2.22 Construction of Toilet Block at Konetipuram Toll Plaza Nos Err:509 Err:509 Nos
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Replacement of stolen/missing retro-reflectorised traffic sign boards by providing

and fixing new retro-reflectorised cautionary, mandatory and informatory sign as
per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-
XI, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron
2.23 Frame comprising of 40mm X 40 mm X 4mm. This frame is further welded to MS 0.000 0.000
Angle 75mm X 75mm X 6 mm size, vertical post complete as per drawing. This
vertical post shall be embeded in M15 grade cement concrete in a pit of size
450mm X 450mm X 600 mm, 600 mm below ground level complete in all respect
as per direction of the Engineer.

A Informatory Sign 0.000 0.000

i) Advance Direction, Destination, Reassurance, place identification and control
room / helpline nos. sign (size 2100 mm X 1700mm) as per drawing with two
Num 0.000 0.000 Num 0.000 0.108 0.000 0.216 0.000
vertical posts embeded in M15 cement concrete details as per description given
above and as per drawing.
ii) Facility information Sign 800 x 600 Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
iii) Helpline Boards 800 x 600 Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
iv) Chevron Signs & Route Marker Signs 600 x 500 Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
B Cautionary / Warning sign 0.000 0.000
i) Triangular 1200 mm side (Speed breaker, pedestrian crossing, gap in median,
T-Intersection, school ahead, Major road ahead, round about, start&end of dual Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
c/w)
C Mandatory/ Regulatory sign 0.000 0.000
i) Octagon "STOP" sign Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
ii) Circular sign 1200 mm dia Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
iii) Triangular sign 1200 mm dia Num 0.000 0.000 Num 0.000 0.054 0.000 0.108 0.000
D Object Markers 300 x 300 x 300 Num 0.000 0.000 Num 0.000 0.000 0.000
E Hazard Markers 300 x 900 Num 0.000 0.000 Num

Supplying and installation of delineators (Roadway indicators) 95 cm high above

ground level of total length 135 cm. painted black and white in 15cm wide strips
fitted with 3 nos. rectangular microprismatic reflective sheeting fixed on 2 mm
thick aluminum sheet of size 80 mm X 100 mm one in each black strip duly
riveted in the rectangular tubular section facing direction of traffic. Rectangular
Tubular section of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section
2.24 Num 0.000 0.000 Num
of the delineator is encased all around with steel welded wire mesh of thickness
2.5 mm, in size 120 mm X 70 mm X 760 mm as shown in the drawing. The
welded wire mesh is painted with two coats synthetic enamel white paint after
applying two coat red oxide primer. The delineator is embedded in M-15 cement
concrete in pit size 300 mm X 300 mm X 450 mm. The rate quoted is for the
complete job as per Drawing and direction of Engineer.
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Cats Eye/Pavement Marker (NMC nail Less):- Made out of Acrylic-strene-

Acrylonitril or Hi-Impect polysterene fitted with Moulded of Methacrylate (NMC)
reflector cube corner reflector design; Filled with tightly adhering potting
2.25 Num 0.000 0.000 Num
compound as per ASTM D788 size 11.5 cms X 7cms X 1.6 cms or 10 cms X 10 cms
X 1.75 provided with bituminous adhesive in sufficient qantity with each unit for
fixing. No nail should be allowed for fixing.

Providing and marking of hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 gms/ sqm area, thickness of 2.5 mm is
exclusive of surface applied glass beads as per IRC 35. The finished Surface to be
2.27 level, uniform and free from streaks and holes complete in all respect. The job Err:509 Err:509
includes marking of centre line, shoulder line, edge line, zebra crossing marking,
arrows and dashes marking at the junctions as per Technical Specifications
Clause 803.4 complete in all respect and as per approval of Engineer In Charge.

Lane/ Center/ edge marking /transverse marking and any other marking on BT
A Sqm 0.000 0.000 Sqm
Surface.
B On Cement Concrete Surface Sqm Err:509 Err:509 Sqm

Construction and laying Cast in situ cement concrete kerb in M 20 grade and
matching with the existing kerb section complete including dismantling and
2.28 disposal of existing damaged broken kerbs as per technical Specifications Clause Rm 0.000 0.000 Rm 0.000 0.030 0.000 0.061 0.000
409 for kerbs (M-20 grade) The job includes jointing of adjacent kerbs and
carrying out pointing as per existing pattern.

Repairing of damaged kerb after dismantling of the kerb upto minimum of 100
mm and making good the section with M-20 concrete to match with the existing
2.29 section including form work, curing, painting with two coats of first quality Rm 0.000 0.000 Rm 0.000 0.015 0.000 0.032 0.000
synthetic enamel paint etc. complete in all respect conforming to relevant MOST
Clauses and as per direction of Engineer.

Providing and fixing in position HYSD reinforcement in foundation/ sub-

2.30 structure/superstructure/crash barrier and in other structure complete as per MT 0.000 0.000 MT
Specification Section 1600 and as directed by the Engineer.

Providing and fixing single faced W-Beam metal crash barrier (W-profile safety
gaurd rails) made out of the following members. Job includes erection complete
in all respect as per MORTH clause 811 and using M:20 grade cement concrete
wherever required as directed by Engineer.
2.31 Rmt 0.000 0.000 Rmt
Beam made out of cold rolled steel strip W profile double of 3 MM thick having a
minimum yield strength of 2400 kg/sqcm having width of 313 mm and depth of
corrugation as 83 mm hot dip galvanised of zinc coating @ 550 gm/sqm.
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE

Supplying & Fixing LED Solar Blinker mounted on a steel poles to guide and warn
various vehicle drivers of a forthcoming flyovers, crossover, underpass and other
intersections and accident prone region. Manufactured using superior grade
battery, solar panel and other components, clearly visibile for enhancing road
2.32 Num 0.000 0.000 Num
safety during fog, rain and other adverse weather condition as per scope of work
including maintenance and replacement of the same and as directed by the
Engineer-in-charge. The warranty so provided by the Supplier will be in the name
of NHAI. (Rate considered as per quotation)

Plain / Reinforced Cement concrete of specified mix as under with stone

aggregates 20mm nominal size mechanically mixed and vibrated in foundation,
2.33 0.000 0.000
sub-structure and superstructure including shuttering/ formwork conforming to
MOST Specification Clause no. 1000, 1500 & 1700

PCC M15 Grade Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
(i) PCC M 20 grade Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
(ii) RCC M 20 grade Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
RCC Cement concrete M 25 grade Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
RCC Cement concrete M 30 grade Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
Providing and laying Flooring complete as per drawing and Technical
2.35 Cu.m. Err:509 Err:509 Cu.m. Err:509 0.000 Err:509 1.000 Err:509
specifications laid over cement concert bedding
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone
2.36 Cu.m. Err:509 Err:509 Cu.m. Err:509 0.000 Err:509 1.000 Err:509
boulders weighing not less than 40 kg beyond curtain wall.

Provision of an Reinforced cement concrete crash barrier with RCC M 40 at the

edges of the road, approaches to bridge structures and medians, constructed
with M-40 grade concrete with HYSD reinforcement conforming to MoRTH
2.37 specification and as per details given in IRC-5(Fig-5,b) including dowel bars 25 Cu.m. 0.000 0.000 Cu.m. 0.000 0.225 0.000 1.125 0.000
mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler
board etc as per approved drawing and locations directed by the Engineer , all as
specified (area-0.243 Sqm/metre , single face)

BILL NO. 3 - PERIODIC MAINTENANCE SERVICES

3.01 Bituminous Overlay with 40mm thick
Bituminous Concrete Cum 30332.00 30332.00 Cum 0.000 0.000 1.462 44345.384
Tack Coat Sqm 758300.00 758300.00 Sqm
3.02 Bituminous Overlay with 40mm Thick
Bituminous Concrete Cum 0.00 0.00 Cum 0.000 0.000 1.462 0.000
Tack Coat Sqm 0.00 0.00 Sqm
3.03 Earthen Shoulder
Cum 0.00 0.00 Cum 1 0.000
3.04 Thermoplastic Road Marking
Thermoplastic Road Marking Sqm 28862.40 17000.00 Sqm
 No.of Earth Sand Coarse Aggregate
Item
Description of Items Unit Quantity Years Quantity Unit
No. Factor Qty. Factor Qty. Factor Qty.
Years
BILL NO.1 : ROUTINE MAINTENANCE
3.05 Road Stud
Road Stud Nos 7301.00 7301.00 Nos
BILL NO. 4 - EMERGENCY WORKS/DAY WORKS UNIT ITEM RATES (LUMP SUM)

Providing Following equipments in running condition on hire basis including

4.01 running and maintenance charges as per instructions of the Engineer including
P.O.L. complete as per specification.(Rate for net working hours at site)

(a) Tipper 12 Cum. Capacity per Hour 400.00 400.00 per Hour
(b) Tipper 6 Cum. Capacity per Hour 400.00 400.00 per Hour
(c) JCB per Hour 400.00 400.00 per Hour
(d) Excavator per Hour 200.00 200.00 per Hour
(e) Tractor with trolly per Hour 400.00 400.00 per Hour
(f) Dewatering Pump per Hour 200.00 200.00 per Hour
Providing and supply of Following manpower for misc. work as when required
4.02
basis as per instruction of the Engineer.
A Mate/ Supervisor per Day 1800.00 1800.00 per Day
B Helper/Beldar/ Coolie per Day 1800.00 1800.00 per Day
C Security Guard per Day 3600.00 3600.00 per Day
D Sweepers & Cleaners per Day 10000.00 10000.00 per Day
Total Qty. Err:509 Err:509 Err:509
Seigniorage Rates 30.00 40.50 97.50
Seigniorage Charges Err:509 Err:509 Err:509
DMF @ 30% on Seigniorage Charges Err:509 Err:509 Err:509
SMET @ 2% on Seigniorage Charges Err:509 Err:509 Err:509
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals Err:509

Total Cost
Total Seigniorage Charges Err:509 Err:509
Total DMF Err:509 Err:509
Total SMET Err:509 Err:509
Total Permit Fee Err:509 Err:509
Total Charges Err:509 - - Err:509
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.
Bill No -01
BOQ Item No.: 1.01
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Maintenance of unpaved shoulders and slopes on both sides of the carriageway including the shoulders of service
road, if any. It includes removal of Rank vegetation/weeds, Blading/grading at the required camber using motor
grader , Providing spot reconditioning ,reconstruction and regravelling to repair specific erosion or other damages for
restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to
Technical Specifications clause no. 3002, 3003. The work also include disposal of surplus material outside ROW and
addition of selected soil conforming to Technical Specifications clause no. 305 brought from borrow areas located
outside ROW. It includes cleaning of dust/dirt from existing MBCB/Guard Rail etc. with water and detergent within
ROW. It also includes routine maintenance such as cleaning/straightening of all type of road signs including Gantries,
road studs and delineators etc. and also removal of unauthorized boards within ROW including transportation to
nearest suitable location and as directed by the Engineer-in-charge.

From Km.23.000 to Km. 108.800

23.000 108.800 Both Sides 1 85.800 85.800

Deduct Urban Area 1 -9.370 -9.370

Deduct Bridge Length 1 -0.337 -0.337

Deduct Toll Plaza’s Length 1 -0.200 -0.200

82+000 82+600 Both Sides 1 -0.600 -0.600

86+600 87+200 Both Sides 1 -0.800 -0.800

Qty. for 1 Month 74.493

Qty. for 12 Months 893.916

893.916 Km/Year
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.02
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Removal of rank vegetation/weeds and undesirable vegetation from Toe line of embankment slopes to ROW
complete in all respect including breaking of clods,rough dressing and disposal of waste material and vegetation at a
place outside ROW as per direction of Engineer-In-Charge.

From Km23.000 to Km 108.800

After all the deductions net required

length 74.493 Km Avg width is 7 Mtrs Sqm 1x2 74493.00 7.0 1042902
ie., one Time in a year

Qty. For 1 Time in Year 537094.53

considered 50%

Total Requirement for 1 Year 537095 Sqm.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.
Bill No -01
BOQ Item No.: 1.03
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha drains of all sizes and making shallow
kaccha lateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous
debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all
respects as directed by the Engineer in charge and as per Additional Maintenace Standard Clause no. 6.12.2.
(Frequency of cleaning in urban areas will be quarterly whereas in rural areas it will be twice in year i.e. before
and after monsoon).

From Km 23.000 to Km 108.800 0

Rmt 2 74830 149660

@40%of total
Total length of the drain 60,060.35
Qty

Total length of the drain need to be cleaned in rural areas it will be twice in year
120,120.71
i.e. before and after monsoon

Total Requirement for 1 Year considering 30% of Qty 120121 Rmt.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.04
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity
Clearing road side/Median open lined/ pucca drains/covered drains/piped drains including Manholes,
gratings, channels and Galis etc. of all sizes and bring them to original shape, drainage capacity incuding
disposal of sediments, extraneous debris & vegetation growth blocking the free flow from site outside ROW
with all leads and lifts complete in all respects as directed by the Engineer in charge and as per Additional
Maintenance Standard clause no. 6.12.1. (Frequency of cleaning in urban areas will be quarterly whereas in
rural areas it will be twice in year i.e. before and after monsoon). All Illegal connections should be removed
before cleaning of the drain

From Km 23.000 to Km 108.800

i) Covered drain
Kandukuru from Km 33.080 to Km 34.180
LHS Rmt 1 577.000 577.000
RHS Rmt 1 591.000 591.000
LHS Rmt 1 78.000 78.000
Kadthal from Km 43.200 to Km 44.900
LHS Rmt 1 1692.000 1692.000
RHS Rmt 1 1467.000 1467.000
Maisigandi from Km 47.620 to Km 48.670
LHS Rmt 1 1036.000 1036.000
RHS Rmt 1 930.000 930.000
Vitaipalli from Km 56.000 to Km 56.800
LHS Rmt 1 793.000 793.000
RHS Rmt 1 789.000 789.000
Amangal from Km 58.410 to Km 60.910
LHS Rmt 1 2385.000 2385.000
RHS Rmt 1 2417.000 2417.000
Veldanda from Km 71.360 to Km 71.960
LHS Rmt 1 566.000 566.000
RHS Rmt 1 522.000 522.000
Dindi from Km 107.180 to Km 108.730
LHS Rmt 1 1467.000 1467.000
RHS Rmt 1 1483.000 1483.000

Total Drain Length

16793
100% needs cleaning quarterly in a
year ie., 4 times in a year 67172

Total Requirement in 1 Year 67172 Rmt.

Estimated Qty For 1st Year 67172

Total Requirement in 1 Year 67172 Rmt. 0

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.
Bill No -01
BOQ Item No.: 1.05
Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and reshapping of upstream and
down stream faces of these culverts with in right of way. The job includes disposal of excess material
recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per
direction of Engineer In-Charge. (Frequency of cleaning will be one time in a year i.e. before start of
monsoon).

From Km 23.000 to Km 108.800

A) Slab/Box type Culverts
26/2 25.368 Nos. 1 1.000
29/2 28.915 Nos. 1 1.000
33/1 32.583 Nos. 1 1.000
34/1 33.212 Nos. 1 1.000
36/1 35.968 Nos. 1 1.000
37/1 36.751 Nos. 1 1.000
37/2 36.830 Nos. 1 1.000
38/1 37.047 Nos. 1 1.000
46/1 45.351 Nos. 1 1.000
47/1 46.502 Nos. 1 1.000
48/2 47.744 Nos. 1 1.000
51/2 50.668 Nos. 1 1.000
51/3 50.961 Nos. 1 1.000
54/1 53.296 Nos. 1 1.000
58/1 57.269 Nos. 1 1.000
58/2 57.403 Nos. 1 1.000
59/3 58.800 Nos. 1 1.000
60/1 59.550 Nos. 1 1.000
61/1 60.368 Nos. 1 1.000
64/1 63.258 Nos. 1 1.000
71/2 70.569 Nos. 1 1.000
72/2 71.732 Nos. 1 1.000
74/1 73.100 Nos. 1 1.000
75/1 74.371 Nos. 1 1.000
75/2 74.683 Nos. 1 1.000
76/1 75.979 Nos. 1 1.000
77/1 76.938 Nos. 1 1.000
83/1 82.741 Nos. 1 1.000
84/1 83.162 Nos. 1 1.000
85/1 84.414 Nos. 1 1.000
86/1 85.603 Nos. 1 1.000
87/1 86.203 Nos. 1 1.000
87/2 86.792 Nos. 1 1.000
100/1 99.069 Nos. 1 1.000
101/1 100.530 Nos. 1 1.000
Total qty 35.000

100% needs cleaning once in a year ie., 35.000

Before monsoon

Total Requirement for 1 Year 35 No

B) Pipe Culverts
24/1 23.108 Nos. 1 1.000
24/2 23.319 Nos. 1 1.000
24/3 23.652 Nos. 1 1.000
24/4 23.862 Nos. 1 1.000
25/1 24.418 Nos. 1 1.000
25/2 24.819 Nos. 1 1.000
26/1 25.137 Nos. 1 1.000
 Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

26/3 25.979 Nos. 1 1.000

27/1 26.606 Nos. 1 1.000
28/1 27.127 Nos. 1 1.000
29/1 28.505 Nos. 1 1.000
30/1 29.754 Nos. 1 1.000
31/1 30.084 Nos. 1 1.000
31/2 30.235 Nos. 1 1.000
32/1 31.303 Nos. 1 1.000
32/2 31.467 Nos. 1 1.000
34/2 33.686 Nos. 1 1.000
38/2 37.740 Nos. 1 1.000
38/3 37.949 Nos. 1 1.000
40/1 39.278 Nos. 1 1.000
42/1 41.126 Nos. 1 1.000
42/2 41.348 Nos. 1 1.000
43/2 42.879 Nos. 1 1.000
44/1 43.174 Nos. 1 1.000
44/3 43.768 Nos. 1 1.000
47/2 46.670 Nos. 1 1.000
48/1 47.374 Nos. 1 1.000
49/1 48.180 Nos. 1 1.000
50/1 49.641 Nos. 1 1.000
51/1 50.243 Nos. 1 1.000
53/1 52.244 Nos. 1 1.000
53/2 52.717 Nos. 1 1.000
53/3 52.986 Nos. 1 1.000
54/2 53.868 Nos. 1 1.000
56/1 55.145 Nos. 1 1.000
56/2 55.253 Nos. 1 1.000
56/3 55.901 Nos. 1 1.000
59/1 58.141 Nos. 1 1.000
59/2 58.454 Nos. 1 1.000
60/2 60.000 Nos. 1 1.000
61/2 60.833 Nos. 1 1.000
61/3 60.995 Nos. 1 1.000
62/1 61.155 Nos. 1 1.000
62/2 61.361 Nos. 1 1.000
62/4 61.789 Nos. 1 1.000
63/1 62.207 Nos. 1 1.000
63/2 62.624 Nos. 1 1.000
65/1 64.777 Nos. 1 1.000
66/1 65.751 Nos. 1 1.000
67/1 66.033 Nos. 1 1.000
68/1 67.260 Nos. 1 1.000
68/3 67.653 Nos. 1 1.000
68/5 67.993 Nos. 1 1.000
69/1 68.241 Nos. 1 1.000
69/2 68.780 Nos. 1 1.000
69/4 68.982 Nos. 1 1.000
70/1 69.366 Nos. 1 1.000
71/1 70.313 Nos. 1 1.000
72/1 71.404 Nos. 1 1.000
74/2 73.252 Nos. 1 1.000
78/1 77.264 Nos. 1 1.000
78/2 77.843 Nos. 1 1.000
79/1 78.208 Nos. 1 1.000
79/2 78.482 Nos. 1 1.000
80/1 79.129 Nos. 1 1.000
80/2 79.588 Nos. 1 1.000
80/3 79.888 Nos. 1 1.000
81/1 80.229 Nos. 1 1.000
81/2 80.749 Nos. 1 1.000
82/1 81.193 Nos. 1 1.000
82/2 81.761 Nos. 1 1.000
88/1 87.105 Nos. 1 1.000
 Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

88/2 87.797 Nos. 1 1.000

90/1 89.624 Nos. 1 1.000
91/1 90.746 Nos. 1 1.000
93/1 92.351 Nos. 1 1.000
94/1 93.860 Nos. 1 1.000
95/1 94.582 Nos. 1 1.000
96/1 95.810 Nos. 1 1.000
97/1 96.708 Nos. 1 1.000
98/1 97.237 Nos. 1 1.000
98/2 97.471 Nos. 1 1.000
98/3 97.701 Nos. 1 1.000
99/1 98.271 Nos. 1 1.000
100/2 99.572 Nos. 1 1.000
100/3 99.756 Nos. 1 1.000
102/1 101.180 Nos. 1 1.000
103/1 102.203 Nos. 1 1.000
103/2 102.264 Nos. 1 1.000
103/3 102.363 Nos. 1 1.000
104/1 103.081 Nos. 1 1.000
104/2 103.765 Nos. 1 1.000
105/1 104.202 Nos. 1 1.000
105/2 104.918 Nos. 1 1.000
106/1 105.187 Nos. 1 1.000
107/1 106.765 Nos. 1 1.000
109/1 108.221 Nos. 1 1.000
109/2 108.577 Nos. 1 1.000
Total qty 98.000

100% needs cleaning once in a year ie., 98.000

Before monsoon

Total Requirement for 1 Year 98 No

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from
Name of the Work:
km 23.000 to km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.06

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity

Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free
movement), drainage spouts of bridge including removal and disposal of trash, plastic,
vegetation etc. from site outside ROW complete as per direction of Engineer. (Frequency of
cleaning will be two times in a year i.e. before and after the monsoon).

From Km 23.000 to Km 108.800 (Minor Bridges)

30/2 29.893 Rm 1.0 7.00 7.000

32/3 31.673 Rm 1.0 30.80 30.800
39/1 38.685 Rm 1.0 18.00 18.000
42/3 41.715 Rm 1.0 21.00 21.000
43/1 42.332 Rm 1.0 18.00 18.000
44/2 43.417 Rm 1.0 18.50 18.500
49/2 48.919 Rm 1.0 30.00 30.000
52/1 51.613 Rm 1.0 20.00 20.000
55/1 54.607 Rm 1.0 9.00 9.000
57/1 56.973 Rm 1.0 12.00 12.000
62/3 61.720 Rm 1.0 45.00 45.000
64/2 63.557 Rm 1.0 30.00 30.000
68/2 67.406 Rm 1.0 27.00 27.000
68/4 67.803 Rm 1.0 21.90 21.900
69/3 68.825 Rm 1.0 15.20 15.200
73/1 72.157 Rm 1.0 14.00 14.000
Total qty 337.400

100% needs cleaning twice in a year 674.800

ie., Before and after monsoon

Total Requirement for 1 Year 674.80 Rmt.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.07
Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Carrying out proper cleaning, and removing of dust/silt/thrash /plastic/rubbish/garbage/waste from the
carriageway, foothpaths, verges (excluding the verges of central median) by mechanical means and from
shoulders upto Toe line of the embankment including side slopes manually and disposing of the waste
material at a suitable place outside ROW as directed by the Engineer. The job includes cleaning of road studs
and delineators also.
A. Urban Area (frequency of cleaning will be monthly)

From Km 23.000 to Km 108.800

Per
33.080 34.180 1 1.100 1.100
Km/Month
Per
43.200 44.900 1 1.700 1.700
Km/Month
Per
47.620 48.670 1 1.050 1.050
Km/Month
Per
56.000 56.800 1 0.800 0.800
Km/Month
Per
58.410 60.910 1 2.500 2.500
Km/Month
Per
71.360 71.960 1 0.600 0.600
Km/Month
Per
107.180 108.800 1 1.620 1.620
Km/Month
Total : 9.370
Quantity for 12 months = 112.440

Estimated Qty For 1st Year 112.44

Total Requirement for 1 Year 112.44 Kms.

B) Rural area (Frequency of cleaning will be Once in a Quarter)

From Km 23.000 to Km 108.800

Total length of the stretch = 85.8 per km per
Km. 1 85.8 85.800
month

Deduct Urban area 1 9.37 9.370

Deduct Bridges length & Toll plaza

1 0.937 0.937
area

Total : 75.493

Quantity for 4 months = 301.972

Total Requirement in 1 Year 302 Kms.

Estimated Qty For 1st Year 302

Total Requirement for 1 Year 301.97 Kms.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.08
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Providing treatment to bleeding bituminous surface by uniform spreading of crusher dust / other fine
graded material @ 2.5 Kg per Sqm complete as per Technical Specification Clause No.-3004.4 in all
respect and as per direction of Engineer-in-charge.

From Km 23.000 to Km 108.800

36+660 36+720 Sqm 0+060 5 300

Total Requirement in 1 Year 300 Sqm

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
NName of the Work:
from km 23.000 to km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.:1.09

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Dismantling structures and pavement including disposal of resultant material and / salvaging the useful material
complete as per technical specification clause no. 202 complete in all respect as per direction of the Engineer.

(d) Stone Masonary including the stacking of

useful material

From Km 23.000 to Km 108.800

Estimated Qty For 1st Year 0

Total Requirement in 1 Year 0 Cum.,

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.10
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth

Applying Epoxy / Polymer mortar over leached honey combed and spalled concrete surface and exposed
steel reinforcement complete as per Technical Specification clause 2804 and as per approval of Engineer.

From Km 23.000 to Km 108.800

Total length of the stretch = 85.800

km

50961 SC Sqm 50

57269 SC Sqm 55

57403 SC Sqm 75

63258 SC Sqm 82

70569 SC Sqm 86

82741 SC Sqm 78

For Slab culvert and MNB 426.000

Total Requirement for 1 Year 426.00 Sqm

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
Name of the Work:
from km 23.000 to km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.:1.11

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Cement plaster/ repair to cement plaster in thickness 12-20 mm in cement mortar 1:4 on all types of
masonry works in superstructure / substructure at any height as per MOST Clause No. 1000, 1300 &
1400.

Structure Spalling Locations

26/2 A2 LHS Sqm 1 1.200 0.300 0.360

BHS Sqm 1 1.200 1.100 1.320
29/2 BHS Sqm 2 1.200 0.750 1.800
33/1 RHS Sqm 1 3.000 0.800 2.400
58/2 BHS Sqm 2 6.000 1.000 12.000
76/1 A2 LHS Sqm 1 2.000 0.800 1.600
76/1 A1 RHS Sqm 1 2.000 0.800 1.600
Total Requirement for 1 Year 21.08 Sqm
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
Name of the Work:
from km 23.000 to km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.:1.12

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. Length BreadthDepth Quantity

Repair to all types of damaged stone/brick masonry work in superstructure and substructure
of bridges/ CD works including dismantling of damaged portion and reconstructing to match
with existing pattern without causing any damage to the structure in cement work complete
in all respects including testing etc. as directed by the Engineer conforming to MOST Clause
no. 1000, 1300 & 1400. The rate quoted should be after due consideration of the salvage
value of the dismantled material.

(a) Repair to brick masonry in 1:4 cement

sand mortar.
From Km 23.000 to Km 108.800
Total length of the stretch = 85.800 km

Total Requirement for 1 Year 0 Cum.,

(b) Repair to stone masonry in 1:3 cement
sand mortar
Total length of the stretch =85.800 km
Parapet at 33/1 Cum 1 14 0.5 1 7.00
Parapet at 26/2 Cum 2 1 1.5 1.5 4.5
Anticipated qty Approximate Cum

Total Requirement for 1 Year 12 Cum.,

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.13

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Maintenance of median and the existing plants in it by basin making, weeding-hoeing, cleaning, levelling
and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck outside
ROW regularly to keep the median clean and plantation in healthy and good condition. The job also
includes the cleaning and removal of spilled over earth from median to main carriageway in the portion
adjacent to the kerbs all along the median besides cleaning of longitudinal and cross drains in the
median. The operation of maintenance in addition to above will also cover and include the following
activities:-

a) Watering of each plant as and when required depending upon the climatic conditions of the locality/
region/ season/ strictly as per direction of Engineer in Charge. The main requirement is to keep the
plants/ shrubs in healthy, good and surviving condition. The casuality / damage to any plant/shrubs
during the maintenance period will be the entire responsiblity of the contractor and the contractor shall
replace the dead & damaged plants/shrubs at his own cost with new plants of the same species,
varieties, age and size etc

b) Application of FYM or Sludge @ 1/2 cuft or 10 Kg/Plant two times a year during February / March and
October/ November plus 20 grams of NPK (12:32:16) or Bonemeal per plants two times a year as detailed
above.

c) Application of insecticide / pesticide/ fungicide etc for control of insects pests and diseases as and
when required as per direction of Engineer.

d) Training and pruning of all shrubs /plants as and when required to give them required shape, size and
spread.

e) Replacement of dead, damaged plants from the median by healthy & well developed plant of similar
species, varieties, age and size etc. within 10 days of occurrence of casuality as noticed/ reported or as
directed by the Engineer. In case, plant is not replaced as specified above, a penalty of Rs.1000/- per
plant will be imposed.

Note: The quoted rates shall be adjusted as per acutal density of plants per Km. at site and the
maintenance of newly planted plants shall be accounted for under this item.

From Km. 23.000 to Km. 85.800

Median Plantation at Urban Area and Islands at

junction locations
33+080 34+180 9 1.100 9.900

43+200 44+900 9 1.700 15.300

47+620 48+670 9 1.050 9.450

56+000 56+800 9 0.800 7.200

58+410 60+910 9 2.500 22.500

71+360 71+960 9 0.600 5.400

107+180 108+800 9 1.620 14.580

Junction at Km 77+120 9 0.300 2.700

Total Requirement for 1 Year 87.030 Kms.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km
Name of the Work:
23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.14

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity

White wash/ cement paint/ snowcem in two or more coats to give an even shade and
smooth surface for protection of exposed concrete/masonry portion of Bridges/CD works,
kerb and wheel guard including scraping of damage paint from old surface and repairing of
the existing surface wherever necessary complete as directed by the Engineer incharge.

A) White washing two coats on existing surface

From Km. 23.000 to Km. 85.800

SLAB/BOX CULVERTS Sqm 630.39

Total Requirement for 1 Year 630.39 Sqm.

B) Finishing walls with exterior decorative cement based paint such as snowcem on old
work, two coats to give an even shade after repairing of defects so as to achieve smooth
and defects free surface.

From Km. 23.000 to Km. 85.800

Sqm 62.00

Total Requirement for 1 Year 62.0 Sqm.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km
Name of the Work:
23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.15

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity

Painting with high glass synthetic enamel paint two coats to give an even and smooth surface for
protection of exposed concrete/masonry portion of Bridges/CD works/ parapet, kerb painting and
repairing wherever necessary, complete as per approval of Engineer.

A Old existing surface

From Km. 23.000 to Km. 85.800

Islands at 77+100 1 55.3 0.34 18.802

Urban Area Kerb Painting Sqm 2 8850 0.390 6903

Total Requirement for 1 Year 6922.00 Sqm.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
Name of the Work:
from km 23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.16

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Carrying out repair to road signs including strengthening resetting or otherwise

repairing signs made out of Retro Reflective sheets. Job includes patch repair to
aluminium sheet, R R Sheet, posts, signs / script and repainting of posts at damaged
location / positions with approved quality of enamel paint complete in all respect
conforming to respective IRC/MOST specifications and as directed by Engineer-in-
charge.
A Road sign Boards mounted on single post.

From Km. 23.000 to Km. 85.800

26810 BS 2.00 2.00
27686 BS 2.00 2.00
39328 BS 2.00 2.00
41145 BS 4.00 4.00
71838 BS 2.00 2.00
105907 BS 2.00 2.00
63857 LHS 1.00 1.00
Total Requirement for 1 Year 15.00 Nos.

B Road sign Boards mounted on double post.

From Km. 23.000 to Km. 85.800
km 33+080 , km 33+650 , km 44+380 , km 52+300 &
5.00
km 107+200
Total Requirement for 1 Year 5.00 Nos.

C Overhead gantry road sign boards

From Km. 23.000 to Km. 85.800

at km 77+080 1.00

Total Requirement for 1 Year 1.00 Nos.

D Cantilever sign board

From Km. 23.000 to Km. 85.800

at km 44+400 & at km 100+700 2.00

Total Requirement for 1 Year 2.00 Nos.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km
Name of the Work:
23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.17

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity

Painting two coats on old surface after minor repairs to give an even and smooth surface and
printing letters and figures with 1st quality synthetic enamel paint of approved brand and
manufacture complete in all respect conforming to respective IRC specification and as directed by
Engineer-in-charge.

A) Hectometre stones
From Km. 23.000 to Km. 85.800
(Total quantity is 385 nos
needs painting) Nos 385

385.00 Nos.

B) Kilometre stones
From Km. 23.000 to Km. 85.800
(Total quantity is 74 nos
needs painting) 74
Nos
74.00 Nos.

C) 5th Kilometre stones

From Km. 23.000 to Km. 85.800

(Total quantity is 18 nos
needs painting) 18
Nos
18.00 Nos.

D) Boundary stones

Total quantity
Nos 350

350.00 Nos.
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
Name of the Work:
from km 23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.18

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. LengthBreadthDepth Quantity

Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones,
kilometer stones and hectometer stones of standard design as per IRC-8-1980 &
MORTH specification clause 804 including two coat painting with synthetic enamel
paint after applying approved quality cement primer and printing letters with
approved quality synthetic enamel paint on both sides as per MORTH specification
clause 804 and as per drawing and direction of the Engineer in charge. The job
includes fixing of these distance measuring stones at places after dismantling of
existing damaged stones, and further disposing of dismentaled material outside
ROW. Rates quoted to be inclusive of the salvage value of the useful material
obtained during the course of dismantling. The fixing of these stones shall be done
with M 10 cement concrete as per drawing and approval of the Engineer in charge.

A) Hectometre stones
From Km. 23.000 to Km. 85.800

Nos 100.00 Nos.

Total Requirement 100.00 Nos.

B) Kilometre stones

From Km. 23.000 to Km. 85.800

Nos 5.00

Total Requirement 5.00 Nos.

C) 5th Kilometre stones

From Km. 23.000 to Km. 85.800

Nos 3.00
Total Requirement 3.00 Nos.
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
Name of the Work:
from km 23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.19

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. LengthBreadthDepth Quantity

Painting two coats with first quality enamel paint of approved make & quality to give
an even shade including writing, letter & figure etc. complete in all respect as per IRC
standard.

A) Printing letters of CD nos

From Km. 23.000 to Km. 85.800
Total No.of CD Works 149 Nos
ie., = 2 x 149 = 298 Nos. Nos 298.00

298.00 Nos.
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km
Name of the Work:
23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.20

Sl. Particulars/Location Measurements Total

Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Maintenance of existing single faced W-Beam metal crash barrier having a length of 3418 meters. It
includes replacement of beam, post, spacer channels / brackets, fastners etc. Job also includes repair of
old damaged members by straightening the members and removing & repairing all the existing dents as
well as other defects and neatly refixing the repaired members complete in all reaspect as per Clause
811 of Technical Specification and as directed by Engineer in charge. The proportionate reduction of rate
will be made as per actual length at the time of handing over of stretch.

From Km. 23.000 to Km. 85.800

27+070 27+184 LHS rmt 1 114.000 114.000

37+742 37+818 LHS rmt 1 76.000 76.000

38+301 38+395 LHS rmt 1 94.000 94.000

38+284 38+348 LHS rmt 1 64.000 64.000

38+619 38+765 LHS rmt 1 146.000 146.000

41+140 41+184 LHS rmt 1 44.000 44.000

41+642 41+708 LHS rmt 1 66.000 66.000

42+346 42+388 LHS rmt 1 42.000 42.000

46+110 46+266 LHS rmt 1 156.000 156.000

48+676 48+760 LHS rmt 1 84.000 84.000

48+877 48+897 LHS rmt 1 20.000 20.000

50+059 50+279 LHS rmt 1 220.000 220.000

50+287 50+361 LHS rmt 1 74.000 74.000

50+371 50+423 LHS rmt 1 52.000 52.000

50+429 50+479 LHS rmt 1 50.000 50.000

51+582 51+600 LHS rmt 1 18.000 18.000

55+064 55+254 LHS rmt 1 190.000 190.000

61+525 61+703 LHS rmt 1 178.000 178.000

61+745 61+849 LHS rmt 1 104.000 104.000

29+608 29+656 RHS rmt 1 48.000 48.000

38+695 38+833 RHS rmt 1 138.000 138.000
41+150 41+268 RHS rmt 1 118.000 118.000
41+598 41+708 RHS rmt 1 110.000 110.000
41+730 41+778 RHS rmt 1 48.000 48.000
Sl. Particulars/Location Measurements Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

42+346 42+398 RHS rmt 1 52.000 52.000

46+120 46+208 RHS rmt 1 88.000 88.000
48+884 48+897 RHS rmt 1 13.000 13.000
51+583 51+600 RHS rmt 1 17.000 17.000
54+850 55+105 RHS rmt 1 255.000 255.000
61+531 61+707 RHS rmt 1 176.000 176.000
61+745 61+855 RHS rmt 1 110.000 110.000
92+551 92+652 RHS rmt 1 101.000 101.000
92+658 92+718 RHS rmt 1 60.000 60.000
92+724 92+737 RHS rmt 1 13.000 13.000
96+809 96+886 RHS rmt 1 77.000 77.000
96+906 97+055 RHS rmt 1 149.000 149.000
98+202 98+436 RHS rmt 1 234.000 234.000

Total length 3599.00 Rmts.

12.00 Months.
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e.
Name of the Work:
from km 23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.21

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. LengthBreadthDepth Quantity

Providing and fixing Boundary Pillars as per IRC:25.

From Km. 23.000 to Km. 85.800

23+200 BS no 2 2.000

23+400 BS no 2 2.000

23+600 BS no 2 2.000

23+800 LHS no 1 1.000

23+800 RHS no 1 1.000

24+200 BS no 2 2.000

24+600 BS no 2 2.000

24+800 BS no 2 2.000

25+400 LHS no 1 1.000

25+400 RHS no 1 1.000

26+000 LHS no 1 1.000

26+000 RHS no 1 1.000

26+200 LHS no 1 1.000

26+200 RHS no 1 1.000

26+400 BS no 2 2.000

26+600 BS no 2 2.000

27+200 LHS no 1 1.000

RHS no 1 1.000

27+400 BS no 2 2.000

27+600 LHS no 1 1.000

27+600 RHS no 1 1.000

28+400 BS no 2 2.000

28+600 BS no 2 2.000

28+800 LHS no 1 1.000

BOQ Item No.: 1.21

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. LengthBreadthDepth Quantity

Providing and fixing Boundary Pillars as per IRC:25.

28+800 RHS no 1 1.000

29+400 LHS no 1 1.000

29+400 RHS no 1 1.000

29+600 BS no 2 2.000

29+800 BS no 2 2.000

30+400 LHS no 1 1.000

30+400 RHS no 1 1.000

30+600 BS no 2 2.000

30+800 BS no 2 2.000

31+000 LHS no 1 1.000

31+000 RHS no 1 1.000

31+200 BS no 2 2.000

31+400 BS no 2 2.000

31+600 BS no 2 2.000

31+800 BS no 2 2.000

32+000 BS no 2 2.000

32+200 BS no 2 2.000

32+400 LHS no 1 1.000

32+400 RHS no 1 1.000

32+600 BS no 2 2.000

33+000 BS no 2 2.000

34+200 BS no 2 2.000

34+400 BS no 2 2.000

34+600 LHS no 1 1.000

34+600 RHS no 1 1.000

34+800 BS no 2 2.000

35+000 LHS no 1 1.000

35+000 RHS no 1 1.000

35+400 BS no 2 2.000
BOQ Item No.: 1.21

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. LengthBreadthDepth Quantity

Providing and fixing Boundary Pillars as per IRC:25.

35+600 LHS no 1 1.000

35+600 RHS no 1 1.000

35+800 BS no 2 2.000

36+000 BS no 2 2.000

36+200 BS no 2 2.000

36+400 BS no 2 2.000

36+600 BS no 2 2.000

36+800 BS no 2 2.000

37+000 LHS no 1 1.000

37+000 RHS no 1 1.000

37+200 LHS no 1 1.000

37+200 RHS no 1 1.000

37+400 BS no 2 2.000

Total Requirement in 1 Year 100.00 Nos.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from
Name of the Work:
km 23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.22

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity

Painting all types of M.S/GI railing as when required with two coats of synthetic enamel paint of
approved brand after cleaning the surface complete in all respect as directed by the Engineer.

A On existing Railing

From Km. 23.000 to Km. 85.800

Median Plantation at Urban Area and

Islands at junction locations

33080 33455 Rmt 375 1.200 450.00

33486 33537 Rmt 51 1.200 61.20

33559 33976 Rmt 417 1.200 500.40

34000 34180 Rmt 180 1.200 216.00

43200 43779 Rmt 579 1.200 694.80

43798 43874 Rmt 76 1.200 91.20

43898 44292 Rmt 394 1.200 472.80

44312 44806 Rmt 494 1.200 592.80

44830 44900 Rmt 70 1.200 84.00

47620 47815 Rmt 195 1.200 234.00

47840 48410 Rmt 570 1.200 684.00

48429 48670 Rmt 241 1.200 289.20

56000 56466 Rmt 466 1.200 559.20

56486 56800 Rmt 314 1.200 376.80

58410 58657 Rmt 247 1.200 296.40

58677 59057 Rmt 380 1.200 456.00

59076 59349 Rmt 273 1.200 327.60

59368 59678 Rmt 310 1.200 372.00

59707 59971 Rmt 264 1.200 316.80

BOQ Item No.: 1.22

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity

59994 60029 Rmt 35 1.200 42.00

60046 60439 Rmt 393 1.200 471.60

60457 60601 Rmt 144 1.200 172.80

60609 60910 Rmt 301 1.200 361.20

71360 71521 Rmt 161 1.200 193.20

71539 71834 Rmt 295 1.200 354.00

71851 71960 Rmt 109 1.200 130.80

107180 107550 Rmt 370 1.200 444.00

107571 107857 Rmt 286 1.200 343.20

107875 108001 Rmt 126 1.200 151.20

108022 108067 Rmt 45 1.200 54.00

108083 108151 Rmt 68 1.200 81.60

108167 108408 Rmt 241 1.200 289.20

108426 108708 Rmt 282 1.200 338.40

108747 108800 Rmt 53 1.200 63.60

10566.00

Total Requirement for 1 Year 10566.00 Rmt.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km
Name of the Work:
23.000 to km 85.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.23
Sl. Particulars/Location Measurements Total
No Unit Remarks
From To Side No. Length Breadth Depth Quantity
.

Painting two coats on steel structure to give an even shade and smooth surface as per direction of
Engineer Incharge

a) Old existing surface

From Km. 23.000 to Km. 85.800

43700 LHS rmt 1 5.00 1.8 9.000

kadthal
43990 RHS rmt 1 5.00 1.2 6.000

47780 LHS rmt 1 5.00 1.2 6.000

Misegandi
47880 RHS rmt 1 5.00 1.2 6.000

56410 LHS rmt 1 5.00 1.2 6.000

Ammangal
56550 RHS rmt 1 5.00 1.2 6.000

59235 LHS rmt 1 5.00 1.2 6.000

Vitaipali
59558 RHS rmt 1 5.00 1.2 6.000

71695 LHS rmt 1 5.00 1.2 6.000

Veldanda
71960 RHS rmt 1 5.00 1.2 6.000

Dindi 108695 RHS rmt 1 5.00 1.2 6.000

Total Requirement for 1 Year 69.00 Sqm.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi
Name of the Work:
i.e. from km 23.000 to km 85.800 of NH-765 in the State of Telangana.

BILL NO. 01

Item
Description of Items Unit Qty.
No.
1.24 Removing all types of broken down/vehicles which have
met with accidents from the carriageway and toeing the
same to proper locations i.e. nearest Police stations or
some suitable location by using 15 tonne or of more
capacity pick and carry crane, as per clause 6.4 of Scope
of Work and as per Clause 6.8 'Performance Standard' of
scope of work.
From Km 23.000 to Km 85.800

Quantity is considered of this item for 12 months for 2 Nos Month 24

Total Requirement for 1 year 24

1.25 Providing, running and maintaining route patrol vehicle as per
clause 6.4 of scope of work and as per clause 6.8 'Performance
Standard' of scope of work. It will be incidental to this work.
Payment will be made as defined in Clause 6.8 of Scope of
Work.

From Km 23.000 to Km 85.800

Quantity is considered of this item for 12 months for 2 Nos Month 24

Total Requirement for 1 year 24

1.30 Setting up of control room (24x7) along the higway with round
the clock depoloyment of atleast one Manager. Phone Nos. of
control room will be displayed on the highway at every 5 km. It
will coordinate all the acitivities of incident management
vehicles. It will maintain / generate VTS report and other reports
related to incident management operations.

From Km 23.000 to Km 85.800

Quantity is considered of this item for 12 months : Month 12

Total Requirement for 1 year 12

1.31 Supply of colour photographs in three copies and two CDs
complete as per Technical specification clause 125.
From Km 23.000 to Km 85.800
1.31
Item
Description of Items Unit Qty.
No.
Per Set
Quantity is covered of this item for 12 months : 1200

Total Requirement 1200.000

1.32 Removal of dead animals lying on highways and burying
them at proper safe location out of ROW. No's

From Km 23.000 to Km 85.800

Avg 42 Animals Per Month No's 504
Total Requirement 504.00
 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.26
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Maintenance of existing LED Solar Blinker including replacement of battery, LEDs and other
accessories, if required.

From Km 23.000 to Km 108.800

Total Number of Blinkers available at site 49.000

Total Requirement 49.00 Nos.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.27
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Maintenance of existing LED Solar Blinker including Replacement of Battery

From Km 23.000 to Km 108.800

Anticipated 8.000

Total Requirement 8.00 Nos.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.28
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Maintenance of existing 160 W +/-10% (>=20000 Lumens) Street lights

From Km 23.000 to Km 108.800

Total Number of Street lights 130.000

Total Requirement 130.00 Nos.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.29
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Maintenance of existing 16 meter Highmast 200 W +/-10% (>=20000 Lumens)

From Km 23.000 to Km 108.800

existing 16 meter Highmast 200 W

27+686 JN 1.000 1.000

33+423 JN 1.000 1.000

35+322 JN 2.000 2.000

41+145 JN 1.000 1.000

44+809 JN 1.000 1.000

60+000 JN 1.000 1.000

77+100 JN 1.000 1.000

92+793 JN 1.000 1.000

108+727 JN 1.000 1.000

Total Requirement 10.00 Nos.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.33

Sl.N Particulars/Location Measurements Total

Unit Remarks
o. From To Side No. Length Breadth Depth Quantity
Providing treatment and repair to pot holes/ patch repair of all types of bitumen pavement complete as
per technical specification Clause 3004.2, and as per direction of Engineer-in-charge.
(a) Carrying out patch repair with bitumenous concrete up to 50 mm thickness after removal
of all failed material, trimming of completed excavation to provide firm vertical faces,
cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no.
503, back filling the patch with hot bitumenous concrete as per clause no. 507. Compacting
trimming & finishing the surface to form a smooth continuous surface all as per clause no.
3004.2 of Technical Specification.

From Km 23.000 to Km 108.800

Total length of the stretch = 85.800
km

27700 JN LHS Sqm 1 15.00 4.00 60

31670 MNB approa BS Sqm 2 2.00 5.00 20

32583 Culvert sett BS Sqm 1 2.00 10.00 20

Total Requirement for 1 Year 100 Sqm

(b) Filling potholes and patch repair beyond 50 mm thickness after removal of all failed
material, trimming of completed excavation to provide firm vertical faces cleaning of
surface, painting of tack coat on the sides & base of excavation as per clause no. 503, back
filling the potholes/patch with hot bitumenous concrete as per clause 507. Compacting
trimming and finishing the surface to form a smooth continuous surface all as per clause no.
3004.2.

From Km 23.000 to Km 108.800

Total length of the stretch = 85.8 km

Required As per Site Condition Sqm

47400 Median Open BS 1 25 2.5 62.5

47745 Median Open BS 1 19 2.5 47.5

106675 RHS 1 6.5 10 65

107760 Median Open BS 1 30 2.5 75

Total Requirement for 1 Year 250 Sqm

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.34
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth

Providing treatment and repair to pot holes/ patch repair of all types of bitumen pavement by using bitumen
emulsion complying with IS 8887 of a type and grade approved by Engineer in charge complete as per
technical specification Clause 3004.2, IS 8887 and 507 as per approval and direction of Engineer in charge.

(a) Carrying out patch repair with bitumenous concrete up to 50 mm thickness after removal of all failed
material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of
tack coat on the sides & base of excavation as per clause no. 503, back filling the patch with bitumenous
concrete prepared by using bitumen emulsion complying with IS 8887 and other material detailed as per
clause no. 507. Compacting trimming & finishing the surface to form a smooth continuous surface all as per
clause no. 3004.2 of Technical Specification.

From Km 23.000 to Km 108.800

Total length of the stretch = 85.800
km

Sqm 250

Total Requirement for 1 Year 250 Sqm

(b) Filling potholes and patch repair with bitumenous concrete beyond 50 mm thickness after removal of all
failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting
of tack coat on the sides & base of excavation as per clause no. 503, back filling the patch with bitumenous
concrete prepared by using bitumen emulsion complying with IS 8887 and other material detailed as per
clause no. 507. Compacting trimming & finishing the surface to form a smooth continuous surface all as per
clause no. 3004.2 of Technical Specification.

From Km 23.000 to Km 108.800

Total length of the stretch = 85.800
km

Sqm 250

Total Requirement for 1 Year 250 Sqm

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to
Name of the Work:
km 108.800 of NH-765 in the State of Telangana.

Bill No -01
BOQ Item No.: 1.35
Particulars/Location Measurements

Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Providing and fixing retro-reflective stickers (Engineering grade) of size 10cm X 5cm on MBCBs and other
structures as per MoST Cl No. 801 and as per approval of Engineer in charge.

From Km 23.000 to Km 108.800

Require at all Existing MBCB a

length of 3801 ie., at ever 2 mts
per 1 No. ie., =(3559/2) = 1780
say 2000 Nos., for MBCB and
Other Bridges also required

As per MBCB Length Nos 4000.00

Total Requirement 4000.00 Nos.

 Hyd - Dindi Project (NH-765)

Culverts Repair Works Abstract

Stone
Filter Toe Wall
S.No Structure CH Type Pitching
Media(Cum) (Cum)
(Cum)
1 23+108 HPC 2.65 7.65
2 23+319 HPC 2.35 6.88
3 23+652 HPC 2.35 6.88
4 23+862 HPC 5.29 14.96
5 24+418 HPC 4.42 13.28
6 24+819 HPC 2.30 9.43
7 25+137 HPC 2.84 10.82
8 27+127 HPC 2.30 11.52
9 28+505 HPC 2.84 13.15
10 29+754 HPC 2.84 10.82
11 31+303 HPC 3.76 13.82
12 31+467 HPC 2.84 10.82
13 36+751 SC 1.98 11.65
14 36+830 SC 1.84 10.13
15 37+740 HPC 2.84 10.82
16 37+949 HPC 2.84 13.15
17 39+278 HPC 2.84 15.49
18 41+348 HPC 2.84 10.82
19 42+879 HPC 2.73 10.61
20 46+502 SC 1.49 10.20 0.74
21 49+641 HPC 3.93 13.41
22 50+243 HPC 1.36 5.70
23 50+961 SC 2.36 8.32
24 52+244 HPC 4.63 14.01
25 53+296 BC 9.71 38.55 2.30
26 53+868 HPC 5.29 15.28
27 55+146 HPC 2.01
28 55+253 HPC 1.35 1.45
29 55+901 HPC 2.73 10.49
Total 87.53 332.11 3.04
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.01
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth
Construction of sub grade and earthen shoulders with approved material satisfying the requirement of
minimum soaked CBR value brought from borrow areas located outside ROW with all leads and lifts,
transporting to site, laying and compacting as per technical specification Clause 305 complete in all respect
as per direction of Engineer in charge.

Sub grade

From Km 123.550 to Km 150.580

Total length of the stretch =

85.800 km

0.00

Total Requirement for 5 Year 0.00 cum

Earthen Shoulder

From Km 23.000 to Km 108.800

Total length of the stretch =

85.800 km

0.00

Total Requirement for 5 Year 0.00 cum

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.02
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth
Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at
OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared
surface and compacting with vibratory power roller to achieve the desired density, complete as per clause
401 . (Grade-I)

Granular Subbase

From Km 123.550 to Km 150.580

Total length of the stretch = 85.800
km

0.00

0.00

0.00

0.00

0.00

Total Requirement for 5 Year 0.00 cum

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.03
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth
Providing, Laying and compacting wet mix macadam (WMM) base course with approved materials complete
as per Technical specification clause No 406 of MORTH.

Wet mix macadam

From Km 123.550 to Km 150.580

Total length of the stretch = 85.800

km

0.00

0.00

0.00

0.00

0.000

Total Requirement for 5 Year 0.00 cum

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.04
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth

Providing, laying and compacting dense graded bituminous macadam complete as per technical specification
Clause no.505 .

Dense bituminous macadam

From Km 123.550 to Km 150.580

Total length of the stretch = 85.800

km

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Total Requirement for 5 Year 0.00 cum

 Providi
ng,
laying
and
compa
cting
bitumi
nous Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
concre (NH 209) in the State of Tamilnadu
te as
per Bill No -02
techni
BOQcalItem No.: 2.05
specifi Particulars/Location Measurements
cation Unit Total Quantity Remarks
clause From To Side No. Length Breadth Depth
507. Providing, laying and compacting bituminous concrete as per technical specification clause 507. Including
Includi tack coat as per technical specification clause no 503.
ng
tack
coat Bituminous Concrete (VG-30)
as per
techni From Km 123.550 to Km 150.580
cal
specifi Total length of the stretch = 85.800
cation km
clause
no 0.00
503.
0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.000

Total Requirement for 5 Year 0.00 cum

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.06
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth
Providing and laying bituminous primer coat over granular surface with bituminous emulsion complete as per
Technical specification clause no.502 @ 7.5 kg./10 sqm and as per the direction of Engineer.

Prime Coat

From Km 123.550 to Km 150.580

Total length of the stretch = 85.800

km

0.00

0.00

0.00

0.00

0.00

Total Requirement for 5 Year 0.00 sqm

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.07
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth
Providing and laying tack coat with bituminous emulsion all complete as per Technical specification clause
503.

Tack Coat

From Km 123.550 to Km 150.580

Total length of the stretch = 85.800

km

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
 Bill No -02
BOQ Item No.: 2.07
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Total Requirement for 5 Year 0.00 sqm

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.08
Particulars/Location Measurements
Sl.No. Unit Total Quantity Remarks
From To Side No. Length Breadth Depth
Providing sealing to cracks or incipient fretting or disintegration in an existing bituminous surface at
scattered locations after sweeping the surface clean and dry, applying tack coat of emulsified bitumen
complete as per Technical specifications clause no-3004.3 and as per satisfaction of the engineer

a) less than 3mm wide

From Km 123.550 to Km 150.580

Total length of the stretch =
85.800 km

Total Requirement for 5 Year 0 Sqm

b) wider than 3mm

From Km 23.000 to Km 108.800

Total length of the stretch =
85.800 km

Total Requirement for 5 Year 0 Sqm

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section (NH
Name of the Work:
209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.09
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Providing repair to stone pitching/apron over/with the filter media/drainage layer at scattered locations over
the slopes of guide bunds, river training works, and road embankments as per requirement at site and as per
Technical Specifications clause no. 2504 complete in all respects as directed by Engineer-in-charge including
procurement of material etc.

a) Using Boulders available at site

From Km 123.550 to Km 150.580

Sqm. 0.000

Sqm. 0.000
Sqm. 0.000
Sqm. 0.000
Sqm. 0.000
Sqm. 0.000
Sqm. 0.000

Total Requirement for 5 Year 0.00 Sqm.

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.

Bill No -02
BOQ Item No.: 2.10
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Providing & laying 300 mm thick stone pitching covering the slopes of guide bunds/road embankments or
other location over a layer of 200 mm granular material filter conforming to MOST Specification Clause No.
2504 complete in all respect as directed by the Engineer-in-charge.

From Km 23.000 to Km 108.800

For Box Culvert , Pipe Culvert , Slab
Cum
culvert and MNB

25+368 SC cum 4 3.14 0.300 3.768

28+915 SC cum 4 3.14 0.300 3.768

32+583 SC cum 2 15.70 0.300 9.420

35+968 SC cum 4 17.27 0.300 20.724

36+751 SC cum 4 20.10 0.300 24.115

36+830 SC cum 4 20.10 0.300 24.115

45+351 SC cum 2 22.56 0.300 13.536

46+502 SC cum 4 3.85 0.300 4.618

50+961 SC cum 4 15.70 0.300 18.840

57+269 SC cum 2 16.70 0.300 10.020

58+403 SC cum 2 15.70 0.300 9.420

63+258 SC cum 4 15.70 0.300 18.840

70+569 SC cum 4 15.70 0.300 18.840

74+371 SC cum 4 15.70 0.300 18.840

74+683 SC cum 4 15.70 0.300 18.840

75+979 SC cum 4 15.70 0.300 18.840

76+938 SC cum 4 15.70 0.300 18.840

82+741 SC cum 4 15.70 0.300 18.840

84+414 SC cum 4 17.27 0.300 20.724

85+603 SC cum 4 17.27 0.300 20.724

86+203 SC cum 4 17.27 0.300 20.724

100+530 SC cum 2 8.31 0.300 4.983

29+893 MNB cum 1 12.56 0.300 3.768

48+919 MNB cum 2 19.98 0.300 11.988

51+613 MNB cum 2 24.49 0.300 14.695

54+607 MNB cum 2 26.11 0.300 15.669

61+720 MNB cum 2 93.13 0.300 55.876

67+406 MNB cum 4 29.84 0.300 35.812

67+803 MNB cum 2 18.97 0.300 11.382

68+825 MNB cum 4 11.45 0.300 13.738

72+157 MNB cum 4 3.43 0.300 4.113

33+212 BC cum 4 16.72 0.300 20.064

50+668 BC cum 2 8.36 0.300 5.016

23108 HPC cum 7.651

23319 HPC cum 6.884

23652 HPC cum 6.884

23862 HPC cum 14.957

24418 HPC cum 13.276

24819 HPC cum 9.430

25137 HPC cum 10.815

27127 HPC cum 11.523

28505 HPC cum 13.151

29754 HPC cum 10.815

30+235 HPC cum 11.500

31303 HPC cum 13.823

31467 HPC cum 10.815

37740 HPC cum 10.815

37949 HPC cum 13.151

39278 HPC cum 15.486

41348 HPC cum 10.815

42879 HPC cum 10.612

49641 HPC cum 13.408

50243 HPC cum 5.701

52244 HPC cum 14.010

53868 HPC cum 15.281

55146 HPC cum 2.015

55253 HPC cum 1.449

55901 HPC cum 10.491

58454 HPC cum 13.408

60000 HPC cum 13.408

60833 HPC cum 10.801

60995 HPC cum 10.801

61155 HPC cum 10.801

61361 HPC cum 10.801

62207 HPC cum 8.220

62+624 HPC cum 8.220

64777 HPC cum 10.801

65751 HPC cum 15.472

66033 HPC cum 13.408

67260 HPC cum 10.801

67653 HPC cum 13.408

67993 HPC cum 10.801

68241 HPC cum 10.801

68780 HPC cum 10.801

68982 HPC cum 10.801

69366 HPC cum 6.808

73+252 HPC cum 16.160

77+264 HPC cum 16.160

77843 HPC cum 16.162

78+208 HPC cum 13.410

78482 HPC cum 13.408

79129 HPC cum 16.162

79+588 HPC cum 10.800

79+888 HPC cum 16.160

80229 HPC cum 13.408

80749 HPC cum 21.670

81761 HPC cum 13.408

87797 HPC cum 13.408

89622 HPC cum 13.408

90+746 HPC cum 16.160

93860 HPC cum 10.815

94582 HPC cum

95810 HPC cum 3.410

96708 HPC cum 10.815

97237 HPC cum 11.933

97471 HPC cum 0.300

97701 HPC cum 5.023

98271 HPC cum 0.000

99572 HPC cum 1.485

99756 HPC cum 9.718

101180 HPC cum 11.523

102203 HPC cum 15.678

102264 HPC cum 10.008

102363 HPC cum 20.158

103081 HPC cum 13.151

103765 HPC cum 18.916

104202 HPC cum 13.151

104918 HPC cum 7.522

105187 HPC cum 13.595

106765 HPC cum 16.610

Total Requirement for 5 Year 0.00 Cum

 Short term Improvement and Routine Maintenance of Hyderabad - Dindi i.e. from km 23.000 to km
Name of the Work:
108.800 of NH-765 in the State of Telangana.

Bill No -02
BOQ Item No.: 2.11
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Providing and laying of filtermedia underneath pitching in slopes with granular materials/stone crushed
aggregates satisfying the requirements laid down in clause 2504.2.2 of Technical specifications complete in all
respect and meeting with the requirements of clause 710.1.4 of IRC-78

From Km 23.000 to Km 108.800

For Box Culvert , Pipe Culvert , Slab
Cum 491.18
culvert and MNB

25+368 SC cum 4 3.14 0.150 1.884

28+915 SC cum 4 3.14 0.150 1.884

32+583 SC cum 2 15.70 0.150 4.710

35+968 SC cum 4 17.27 0.150 10.362

36+751 SC cum 4 20.10 0.150 12.058

36+830 SC cum 4 20.10 0.150 12.058

45+351 SC cum 2 22.56 0.150 6.768

46+502 SC cum 4 3.85 0.150 2.309

50+961 SC cum 4 15.70 0.150 9.420

57+269 SC cum 2 16.70 0.150 5.010

58+403 SC cum 2 15.70 0.150 4.710

63+258 SC cum 4 15.70 0.150 9.420

70+569 SC cum 4 15.70 0.150 9.420

74+371 SC cum 4 15.70 0.150 9.420

74+683 SC cum 4 15.70 0.150 9.420

75+979 SC cum 4 15.70 0.150 9.420

76+938 SC cum 4 15.70 0.150 9.420

82+741 SC cum 4 15.70 0.150 9.420

84+414 SC cum 4 17.27 0.150 10.362

85+603 SC cum 4 17.27 0.150 10.362

86+203 SC cum 4 17.27 0.150 10.362

100+530 SC cum 2 8.31 0.150 2.492

29+893 MNB cum 1 12.56 0.150 1.884

48+919 MNB cum 2 20.00 0.150 6.000

51+613 MNB cum 2 24.50 0.150 7.350

54+607 MNB cum 2 26.11 0.150 7.833

61+720 MNB cum 2 93.12 0.150 27.936

67+406 MNB cum 4 29.84 0.150 17.904

67+803 MNB cum 2 18.96 0.150 5.688

68+825 MNB cum 4 1.44 0.150 0.864

72+157 MNB cum 4 3.43 0.150 2.057

33+212 BC cum 4 16.72 0.150 10.032

50+668 BC cum 2 8.36 0.150 2.508

23108 HPC cum 2.646

23319 HPC cum 2.352

23652 HPC cum 2.352

23862 HPC cum 5.292

24418 HPC cum 4.425

24819 HPC cum 2.302

25137 HPC cum 2.836

27127 HPC cum 2.302

28505 HPC cum 2.836

29754 HPC cum 2.836

30+235 HPC cum 2.840

31303 HPC cum 3.759

31467 HPC cum 2.836

37740 HPC cum 2.836

37949 HPC cum 2.836

39278 HPC cum 2.836

41348 HPC cum 2.836

42879 HPC cum 2.735

49641 HPC cum 3.927

50243 HPC cum 1.363

52244 HPC cum 4.634

53868 HPC cum 5.292

55146 HPC cum

55253 HPC cum 1.350

55901 HPC cum 2.735

58454 HPC cum 3.927

60000 HPC cum 3.927

60833 HPC cum 2.829

60995 HPC cum 2.829

61155 HPC cum 2.829

61361 HPC cum 2.829

62207 HPC cum 1.857

62+624 HPC cum 1.860

64777 HPC cum 2.829

65751 HPC cum 2.829

66033 HPC cum 3.927

67260 HPC cum 2.829

67653 HPC cum 3.927

67993 HPC cum 2.829

68241 HPC cum 2.829

68780 HPC cum 2.829

68982 HPC cum 2.829

69366 HPC cum 2.302

73+252 HPC cum 3.930

77+264 HPC cum 3.930

77843 HPC cum 3.927

78+208 HPC cum 3.930

78482 HPC cum 3.927

79129 HPC cum 3.927

79+588 HPC cum 2.830

79+888 HPC cum 3.930

80229 HPC cum 3.927

80749 HPC cum 3.927

81761 HPC cum 3.927

87797 HPC cum 3.927

89622 HPC cum 3.927

90+746 HPC cum 3.930

93860 HPC cum 2.836

94582 HPC cum 0.763

95810 HPC cum 0.688

96708 HPC cum 2.836

97237 HPC cum 3.759

97471 HPC cum

97701 HPC cum 1.754

98271 HPC cum 4.020

99572 HPC cum

99756 HPC cum 3.997

101180 HPC cum 2.302

102203 HPC cum 2.253

102264 HPC cum 2.253

102363 HPC cum 3.927

103081 HPC cum 2.836

103765 HPC cum 3.927

104202 HPC cum 2.836

104918 HPC cum 2.646

105187 HPC cum 3.780

106765 HPC cum 3.288

Total Requirement for 5 Year 0.00 Cum

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.12
Particulars/Location Measurements
Sl.N Total
Unit Remarks
o. From To Side No. Length width. Depth Quantity .

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of

dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable
materials separately)
From Km 123.550 to Km 150.580

JN

JN

Total Requirement for 5 Year 0.00 Cum.,

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.13
Particulars/Location Measurements
Sl.N Total
Unit Remarks
o. From To Side No. Length width. Depth Quantity .

Dismantling of existing structures like culverts, bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding
wherever necessary, sorting the dismantled material, disposal of unserviceable material and
stacking the serviceable material with all lifts and lead of 1000 metres
From Km 123.550 to Km 150.580

0.000

Total Requirement for 5 Year 0.00 Cum.,

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.14
Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length width. Depth Quantity .

Supplying and fixing of cement concrete precast slab M20 grade excluding the cost of HYSD
reinforcement complete as per drawing and technical specification section 1700.

From Km 123.550 to Km 150.580

Lined Drain Cover Slabs

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000
BOQ Item No.: 2.14
Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length width. Depth Quantity .

Supplying and fixing of cement concrete precast slab M20 grade excluding the cost of HYSD
reinforcement complete as per drawing and technical specification section 1700.

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000
BOQ Item No.: 2.14
Particulars/Location Measurements
Total
Sl.No. Unit Remarks
From To Side No. Length width. Depth Quantity .

Supplying and fixing of cement concrete precast slab M20 grade excluding the cost of HYSD
reinforcement complete as per drawing and technical specification section 1700.

Say 0.000 Cum.

Total Requirement for 5 Year 0.00 Cum.,

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.15
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Provision of Speed Breakers on Cross roads/Approach roads available in the reach as per
IRC 99 specifications

From Km 123.550 to Km 150.580

As per site reuqirement anticipiated
Sqmt.
Qty.,

0.00

Total Requirement for 5 Year 0.00 Sqmt.

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.16
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Earth work in excavation 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.

Lined Drains at urban areas

0.00

0.00

0.00

0.00

Total Requirement in 1 year 0.00 Cum

0.00 Cum
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.19
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Providing and Fixing Strip Seal Expansion Joint

0.000

Total Requirement for 5 Year 0.00 Rm

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.20
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Providing and Laying of Strip Seal for damaged portions

0.000

0.000

0.000

0.000

0.000

0.00

Total Requirement for 5 Year 0.00 Rm

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.21
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Providing and Laying of Painting on Expansion joint

0.00

0.00

0.00

0.00

Total Requirement for 5 Year 0.00 Sqm

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu
Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retro-
reflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade
Microprismatic sheeting Type-XI, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame
comprising of 40mm X 40 mm X 4mm. This frame is further welded to MS Angle 75mm X 75mm X 6 mm size, 3.5
meter high vertical post complete as per drawing. This vertical post shall be embeded in M15 grade cement
concrete in a pit of size 450mm X 450mm X 600 mm, 600 mm below ground level complete in all respect as per
direction of the Engineer.

From Km 123.550 to Km 150.580

a) informatory sign

I) Advance Direction, Destination, Reassurance, place

identification and control room / helpline nos. sign (size
2100 mm X 1700mm) as per drawing with two vertical
posts embeded in M15 cement concrete details as per
description given above and as per drawing.

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Total Requirement 0.00 Nos.

ii) Facility information Sign 800 x 600

Required for Village name boards,

Hospital Boards, Police station
Boards,Bus Stop/Bus Lane Boards etc.,

0.00

0.00

Total Requirement 0.00 Nos.

iii) Helpline Sign 1800 x 1200

Required for Most accident Prominent

jn., and other Major Jn.etc.,

0.00

0.00

0.00

0.00

0.00

Nos 0.00

Total Requirement 0.00 Nos.

iv)Chevrons & Route Marker Sign 600 x 500

Required for Curves and other

Important Jn.,

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 Nos.

b) Cautionary / Warning sign

i) Triangular 1200 mm side

Required for Median Openings,

Pedastrian Crossings, Side Roads, Major
Road a Head,Curves aetc.,

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Nos 0.00

Total Requirement 0.00 Nos.

c) Mandatory/ Regulatory sign

i) Octagon "STOP" sign

Required for all approach Roads

Total Requirement 0.00 Nos.

ii) Circular sign 1200 mm dia

 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity
Speed limit , Prohibited Signs , Sound
Horn etc.,

As per Site

Total Requirement 0.00 Nos.

iii)Sign 1200 mm triangular side.

Speed breaker, pedestrian crossing,

gap in median, T-Intersection, school
ahead, Major road ahead, round about,
start&end of dual c/w

Total Requirement 0.00 Nos.

d) Object Markers 300 x 300 x 300

Required for all Median Openings and

Islands

0
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

0.00

Total Requirement 0.00 Nos.

e) Hazard Markers 300 x 900

Required for Bridges, Underpasses, Slab

Culverts Is lands and other
important Places.

0
 Bill No -02
BOQ Item No.: 2.24
Particulars/Location Measurements Total
Sl.No. Unit Remarks
From To Side No. Length Breadth Depth Quantity

Total Requirement for 5 Year 0.00 Nos.

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Supplying and installation of delineators (Roadway indicators) 95 cm high above ground level of
total length 135 cm. painted black and white in 15cm wide strips fitted with 3 nos. rectangular
microprismatic reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mm X 100 mm
one in each black strip duly riveted in the rectangular tubular section facing direction of traffic.
Rectangular Tubular section of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section of
the delineator is encased all around with steel welded wire mesh of thickness 2.5 mm, in size 120
mm X 70 mm X 760 mm as shown in the drawing. The welded wire mesh is painted with two coats
synthetic enamel white paint after applying two coat red oxide primer. The delineator is embedded
in M-15 cement concrete in pit size 300 mm X 300 mm X 450 mm. The rate quoted is for the
complete job as per Drawing and direction of Engineer.

From Km 123.550 to Km 150.580

Required As per Site for Curves

Nos
and other places

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements
0.00
0.00
Sl. 0.00
Total
Unit Remarks
No. Quantity
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements
0.00
0.00
Sl. 0.00
Total
Unit Remarks
No. Quantity
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements
0.00
0.00
Sl. 0.00
Total
Unit Remarks
No. Quantity
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements
0.00
0.00
Sl. 0.00
Total
Unit Remarks
No. Quantity
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements
0.00
0.00
Sl. 0.00
Total
Unit Remarks
No. Quantity
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
 Bill No -02
BOQ Item No.: 2.25
Particulars/Location Measurements
0.00
0.00
Sl. 0.00
Total
Unit Remarks
No. Quantity
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Nos 0.00
Total Requirement for 5 Year 0.00 Nos.
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section (NH
Name of the Work
209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.26
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Cats Eye/Pavement Marker (NMC nail Less):- Made out of Acrylic-strene-Acrylonitril or Hi-Impect polysterene
fitted with Moulded of Methacrylate (NMC) reflector cube corner reflector design; Filled with tightly adhering
potting compound as per ASTM D788 size 11.5 cms X 7cms X 1.6 cms or 10 cms X 10 cms X 1.75 provided with
bituminous adhesive in sufficient qantity with each unit for fixing. No nail should be allowed for fixing.

From Km 123.550 to Km 150.580

YELLOW/RED/WHITE 0

Total Requirement 0.00 Nos.

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section (NH 209)
Name of the Work:
in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.27
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Providing and marking of hot applied thermoplastic compound 3 mm thick including reflectorising glass beads @ 250
gms/ sqm area, thickness of 3 mm is exclusive of surface applied glass beads as per IRC 35. The finished Surface to
be level, uniform and free from streaks and holes complete in all respect. The job includes marking of centre line,
shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junctions as per Technical
Specifications Clause 803.4 complete in all respect and as per approval of Engineer In Charge.

From Km 123.550 to Km 150.580 Sqm

0.00

0.00

0.00

0.00

Total Requirement 0.00 Sqm.,

On Cement Concrete Surface

0.00

Total Requirement 0.00 Sqm.,

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.28
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Construction and laying Cast in situ cement concrete kerb in M 20 grade and matching with the
existing kerb section complete including dismantling and disposal of existing damaged broken kerbs
as per technical Specifications Clause 409 for kerbs (M-20 grade) The job includes jointing of
adjacent kerbs and carrying out pointing as per existing pattern.

From Km 123.550 to Km 150.580

0.00

0.00

Say 0 Rmts.
For 360 Mts 24.21 Cum. 0.00
Total Requirement Say 0.00 Cum
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.29
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Repairing of damaged kerb after dismantling of the kerb upto minimum of 100 mm and making
good the section with M-20 concrete to match with the existing section including form work,
curing, painting with two coats of first quality synthetic enamel paint etc. complete in all respect
conforming to relevant MOST Clauses and as per direction of Engineer.

From Km 123.550 to Km 150.580

Say 0 Rmts.
For 360 Mts 12.60 Cum. 0.00
Total Requirement Say 0.00 Cum
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.30
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Providing and fixing in position HYSD reinforcement in foundation/

sub-structure/superstructure/crash barrier and in other structure complete as per Specification
Section 1600 and as directed by the Engineer.

From Km 123.550 to Km 150.580

0.00 item no
2.33 (iii)

0.00 item no
2.33 (v)

0.00 item no
2.14
Total Requirement 0.00 MT.
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section (NH
Name of the Work:
209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.31
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Providing and fixing single faced W-Beam metal crash barrier (W-profile safety gaurd rails) made out
of the following members. Job includes erection complete in all respect as per MOST clause 810 and
using M:20 grade cement concrete wherever required as directed by Engineer.

Beam made out of cold rolled steel strip W profile double of 3 MM thick having a minimum yield
strength of 2400 kg/sqcm having width of 313 mm and depth of corrugation as 83 mm hot dip
galvanised of zinc coating @ 550 gm/sqm.

Post consisting of cold rolled channel 150 x 75 x 5 mm and spaced 2 mtr centre to centre having
minimum yield strength of 2400 kg/sqcm. The length of post shall be 1900 mm and minimum height
of post above concrete foundation shall be 800 mm, hot dip galvanised of zinc coating @ 550 gm
/Sqm, the post shall be fixed in required grade of concrete in pit size of 350 mm X 350 mm X 1200
mm. No separate payment would be made for concrete. Minimum height of the Post above concrete
foundation shall be 800mm.
spacer channels or brackets made out of CRP steel channel section 150 x 75 x 5 mm having an yield
strength of 2400 kg/sqcm. The length of spacer channel shall be 330 mm and hot dip galvanised
having zinc coating @ 550 gm/Sqm. fastners:
Button head bolts 16 X 40 mm long and 20X40 Hex Bolt, with nut and washer, hot dipped galvanised
including tack welding to the bolt.

From Km 123.550 to Km 150.580

Total Qty 0 Rmts.

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02

BOQ Item No.: 2.32

Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Supplying & Fixing LED Solar Blinker mounted on a steel poles to guide and warn various vehicle
drivers of a forthcoming flyovers, crossover, underpass and other intersections and accident prone
region. Manufactured using superior grade battery, solar panel and other components, clearly
visibile for enhancing road safety during fog, rain and other adverse weather condition as per
Clause 6.15 of Performance Standards of Scope of Work including maintenance and replacement
of the same and as directed by the Engineer-in-charge. The warranty so provided by the Supplier
will be in the name of NHAI.

From Km 123.550 to Km 150.580

Total Requirement 0.00 Nos.

 Bill No -02

Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -

Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -02

BOQ Item No.: 2.33

Particulars/Location Measurements Total

Sl.No. Remarks
Quantity
From To Side Unit No. Length Breadth Depth

Plain / Reinforced Cement concrete of specified mix as under with

stone aggregates 20mm nominal size mechanically mixed and vibrated
in foundation, sub-structure and superstructure including shuttering/
formwork conforming to MOST Specification Clause no. 1000, 1500 &
1700

i) Cement concrete M15 grade

From Km 123.550 to Km 150.580 0.00

0.00

0.00

0.00

Total Requirement for 5 Years 0.00 Cum.,

ii) Cement concrete M 20 grade (PCC M20)

From Km 123.550 to Km 150.580

Total Requirement for 5 Years 0.00 Cum.,

iii) RCC M20 Grade

From Km 123.550 to Km 150.580

Raft
Raft
Raft
Raft

Wall
Wall
Wall
Wall

Slab
Slab
Slab
Slab
Bill No -02

BOQ Item No.: 2.33

Particulars/Location Measurements Total

Sl.No. Remarks
Quantity
From To Side Unit No. Length Breadth Depth
Total Requirement for 5 Years 0.00 Cum.,
Bill No -02

BOQ Item No.: 2.33

Particulars/Location Measurements Total

Sl.No. Remarks
Quantity
From To Side Unit No. Length Breadth Depth
iv) RCC M25 Grade

From Km 123.550 to Km 150.580

Return wall damaged locations

0.00

0.00

0.00

0.00

Total Requirement for 5 Years 0.0 Cum.,

v) RCC M30 Grade

From Km 123.550 to Km 150.580

Total Requirement for 5 Year 0 Cum.,

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.34
Particulars/Location Measurements

Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Providing, fitting and fixing mild steel/ RCC railing complete as per drawing and Technical
Specification

0.000

Total Requirement 0.00 Rmt.

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi - Coimbatore section
Name of the Work:
(NH 209) in the State of Tamilnadu

Bill No -02
BOQ Item No.: 2.37
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length Breadth Depth Quantity

Provision of an Reinforced cement concrete crash barrier with RCC M 40 at the edges of the road, approaches to bridge
structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to MoRTH
specification and as per details given in IRC-5(Fig-5,b) including dowel bars 25 mm dia, 450 mm long at expansion joints
filled with pre-moulded asphalt filler board etc as per approved drawing and locations directed by the Engineer , all as
specified (area-0.243 Sqm/metre , single face)

0.00

0.00

0.00

Total Requirement 0.00 Rmt

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -04
BOQ Item No.: 4.01
Particulars/Location Measurements Total
Sl.
Unit Length Quantity Remarks
No. From To Side No. Kg/m Depth
in m in Kg

Providing Following equipments in running condition on hire basis including running and
maintenance charges as per instructions of the Engineer including P.O.L. complete as per
specification.(Rate for net working hours at site)

(a) Tipper 12 Cum. Per

Capacity(Anticipated Qty) Hour

From Km 23.000 to Km 108.800 400.000

Total Requirement in 5 year 400.00 Hours.

(b) Tipper 6 Cum. Per

Capacity(Anticipated Qty) Hour

From Km 23.000 to Km 108.800 400.000

Total Requirement in 5 year 400.00 Hours.

(c) JCB(Anticipated Qty) Per
Hour

From Km 23.000 to Km 108.800 400.000

Total Requirement in 5 year 400.00 Hours.

(d) Excavator (Anticipated Per
Qty) Hour

From Km 23.000 to Km 108.800 200.000

Total Requirement in 5 year 200.00 Hours.

(e) Tractor with trolly Per
(Anticipated Qty) Hour

From Km 23.000 to Km 108.800 400.000

Total Requirement in 5 year 400.00 Hours.

(f) Tractor with trolly Per
(Anticipated Qty) Hour

From Km 23.000 to Km 108.800 200.000

Total Requirement in 5 year 200.00 Hours.

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi
Name of the Work:
- Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -04

Item
Description of Items Unit Qty.
No.

Providing and supply of Following manpower for misc. work as

4.02
when required basis as per instruction of the Engineer.

Mate/
A Per Day
Supervisor
From Km 23.000 to Km 85.800

Quantity is considered of this item for 12 Months : 1 Nos Per day 1800

Total Requirement for 5 year 1800

Helper/Beldar/
B Coolie
Per Day
From Km 23.000 to Km 85.800
Quantity is considered of this item for 12 Months : 1 Nos Per day
1800

Total Requirement for 5 year 1800

C Security Guard Per Day

From Km 23.000 to Km 85.800

Quantity is considered of this item for 12 Months : 1 Nos Per day
3600

Total Requirement for 5 year 3600

Sweepers/
C cleaners
Per Day

Quantity is considered for Kadthal & Konetipuram Toll Plaza Admin

Buildings for 12 Months (3 shifts x 1 No. x 12 Months for each toll plaza 10000
admin building)
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -04
BOQ Item No.: 4.03
Particulars/Location Measurements
Sl.N Total
Unit Remarks
o. From To Side No. Length width. Depth Quantity .

Providing and placing in proper position empty cement bags filled with local earth to control
erosion/damage of the side of the road or bank of the river/nallaha at reqiured locations
including cost of material, labour equipment transporation etc complete in all respect as
directed by the Engineer in Charge.

From Km 23.000 to Km 108.800

As per site reuqirement anticipiated
Nos 1000
Qty.,
Total Requirement in 5 year 1000.00 Nos.
 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -04
BOQ Item No.: 4.04
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class
Bedding in Single Row .

PIPE CULVERT @ 33+686 -2 ROW X 1200mm and allied works

Pipe laying - NP-4 1200mm 1 474.000 0.00

Total Requirement in 5 year 0.00 Rmt

 Four Laning with Paved Shoulders from Km 123/550 to 150/580 of Pollachi -
Name of the Work:
Coimbatore section (NH 209) in the State of Tamilnadu

Bill No -04
BOQ Item No.: 4.05
Particulars/Location Measurements
Sl. Total
Unit Remarks
No. From To Side No. Length width. Depth Quantity .

Drilling Holes in Cement Concrete using Pneumatic Compressor and filling the holes with
cement slurry excluding cost of steel complete as per direction of Engineer In-charge

Head Wall Raise Rmt

Total Requirement in 5 year 0.00 Rmt

 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

Maintenance of unpaved shoulders and slopes on both sides of the carriageway including the shoulders of service road, if any. It includes
removal of Rank vegetation/weeds, Blading/grading at the required camber using motor grader , Providing spot reconditioning, reconstruction
and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills
3002 & slopes/ shoulders conforming to Technical Specifications clause no. 3002, 3003. The work also include disposal of surplus material outside ROW
1.01
3003 and addition of selected soil conforming to Technical Specifications clause no. 305 brought from borrow areas located outside ROW. It includes
cleaning of dust/dirt from existing MBCB/Guard Rail etc. with water and detergent within ROW. It also includes routine maintenance such as
cleaning/straightening of all type of road signs including Gantries, road studs and delineators etc. and also removal of unauthorized boards
within ROW including transportation to nearest suitable location and as directed by the Engineer-in-charge.

Stripping excess soil from the shoulder surface to achieve the

approved level and compacting with plate compactor.
Unit = 1 Km.,
Taking output = 1Km./Year
Assuming average depth of stripping as 75 mm
Quantity of earth cutting involved = 7.5 cum
a) Labour
Mate day 4.904 580.00 2844.32 L-12
Mazdoor day 85.00 545.00 46325.00 L-13
ii) Painter day 1.80 616.00 1108.80 L-18
iii) Semi Skilled day 3.60 580.00 2088.00 L-14
iv) Unskilled day 7.20 545.00 3924.00 L-13
b) Machinery
Tractor trolley Hrs. 1.00 512.00 512.00 P&M-12001
Plate compactor @ 25 sqm per hour hour 85.875 59.00 5066.63 P&M-46001
Excavator0.9 cum bucket capacity @ 60 cum per hour hour 1.46 3571.00 5220.80 P&M-3005

Tipper ( L is average lead in km for borrow earth) Cum/15km 112.50 131.55 14799.37 P&M-75001

Add 10 per cent of cost of carriage towards loading and unloading

1479.94
charges.
Plate compactor hour 3.90 59.00 230.10 P&M-46001

c) Material - Fresh material - Soil excluding Seigniorage charges cum 84.375 76.00 6412.50 M-093

Washing of plastered surface with soap, soda and water Sqm 43.000 10 430.00 Approx
For one Km surface area is 429 Sqm=429/10 = 42.90
I) Oil Paint lit 3.6 240.00 864.00 M-130
ii )R. Refl. Paint Lit 2.7 345.00 931.50 Approx

ii) Chemical /Thinner lit 1.8 77.00 138.60 S.No.100 Pg.30

iii) Tools & Tackles L.S. 1.8 230.00 414.00 Approx

Add seignorage charges cum 84.375 30.00 2531.25
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 2531.25 759.38
SMET @ 2% on Seigniorage Charges 2% 2531.25 50.63
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 0 0.00
d) Overhead charges @ 12% on (a+b+c) 11134.75
e) Contractor's Profit @ 10% on (a+b+c+d) 10392.43
f) Removal of Rank Vegetation up to toe Line of Embankment for 1 Sub analysis
Sqm 3600.00 4.00 14400.00
Kim's.(i.e.., 2 x 1000 x 3.0)x0.6 given below
Cost for 1Km., = a+b+c+d+e+f per 1 year 132057.99
Cost for 1 km per 1 Year 132057.99
Say 132058.00
Cost for 1 km per 1 Month Say 11005.00
Sub analysis
(ii) By Mechanical Means
A In area of light jungle using Dozer
a) Labour
Mate day 0.160 580.00 92.80 L-12
Mazdoor day 4.000 545.00 2180.00 L-13
b) Machinery
Dozer 90 HP with attachment for removal of trees & stumps hour 10.000 3168.30 31683.00 P&M-1003
Tractor-trolley hour 1.000 512.00 512.00 P&M-12001
d) Overhead charges @ 12% on (a+b+c) 4136.14
e) Contractor's Profit @ 10% on (a+b+c+d) 3860.39
Rate per Hectare = a+b+c+d 42464.33
Rate per Sq.mt = (a+b+c+d)/10000 4.25
say 4.00
Note: 1. This specification consists of 6-items of old specification
combined into one with unit of 1 Km / per Month
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

2. Blading and grading of earlier specification is for unit of 100 sqm.,

and coefficient of 21.0 is applied to convert the earlier unit of 100 sqm;
taking effective length in each Km as 0.70; i.e.,
1000X2X1.50X0.70/100=21.00

Removal of rank vegetation/weeds and undesirable vegetation from

Toe line of embankment slopes to ROW complete in all respect
1.02 201 including breaking of clods, rough dressing and disposal of waste Sqm 1 4.00 4.00
material and vegetation at a place outside ROW as per direction of
Engineer-In-Charge.

Clearing, cleaning, deepening and reshaping of roadside

unlined/kaccha drains and making shallow kaccha lateral drains on
shoulders wherever required, including removal and disposal of
sediments, extraneous debris and vegetation growth blocking the free
1.03 flow from site outside ROW with all leads and lifts complete in all
respects as directed by the Engineer in charge and as per Additional
Maintenance Standard Clause no. 6.12.2. (Frequency of cleaning in
urban areas will be quarterly whereas in rural areas it will be twice in
year i.e. before and after monsoon).

3000 Side Drain Clearance

MOST Removal of earth from the choked side drain and disposing it on the
10.11 sides manually
a) Drains having depth up to .6 mtrs
Unit = running metre
Taking output = 10 metres

Assuming muck causing choking of drain to be 0.2 cum per metre,

quantity of earth to be removed for 10 metres = 2 cum

a) Labour
Mate day 0.080 580.00 46.40 L-12
Mazdoor day 1.000 545.00 545.00 L-13
d) Overhead charges @ 12% on (a+b+c) 70.97
e) Contractor's Profit @ 10% on (a+b+c+d) 66.24
Cost for 10 metres = a+b+c 728.60
Rate per Running metre = (a+b+c)/10 72.86
Say 73.00
b) Drains having depth more than .6 mtrs
Unit = running metre
Taking output = 10 metres

Assuming muck causing choking of drain to be 0.2 cum per metre,

quantity of earth to be removed for 10 metres = 4 cum

a) Labour
Mate day 0.160 580.00 92.80 L-12
Mazdoor day 2.000 545.00 1090.00 L-13
d) Overhead charges @ 12% on (a+b+c) 141.94
e) Contractor's Profit @ 10% on (a+b+c+d) 132.47
Cost for 10 metres = a+b+c 1457.21
Rate per Running metre = (a+b+c)/10 145.72
Say 146.00
Average rate of a & b 110.00

Clearing road side/Median open lined/ pucca drains/covered

drains/piped drains including Manholes, gratings, channels and Galis
etc. of all sizes and bring them to original shape, drainage capacity
including disposal of sediments, extraneous debris & vegetation
1.04 3000 growth blocking the free flow from site outside ROW with all leads and
lifts complete in all respects as directed by the Engineer in charge and
as per Additional Maintenance Standard clause no. 6.12.1. (Frequency
of cleaning in urban areas will be quarterly whereas in rural areas it will
be twice in year i.e. before and after monsoon).

Drains having cross sectional area more than .3 sqm

Out put per day = 150 Rmt
a) Labour
Mate No 0.32 580.00 185.60 L-12
skilled No 2.00 589.00 1178.00 L-15
Unskilled No 8.00 545.00 4360.00 L-13
b) Machinery
Water tanker Hour 1.00 769.00 769.00 P&M-11003
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Genrator Hour 1.00 1907.70 1907.70 P&M-22007
d) Overhead charges @ 12% on (a+b+c) 1008.04
e) Contractor's Profit @ 10% on (a+b+c+d) 940.83
For 150 Rmt 10349.17
for Rmt Say 69.00

Clearing slab/ box type culverts and pipe culverts including clearing,
cleaning and reshaping of upstream and down stream faces of these
culverts with in right of way. The job includes disposal of excess
1.05 3000 material recovered from site including vegetation outside ROW with all
leads and lifts complete in all respect as per direction of Engineer In-
Charge. (Frequency of cleaning will be one time in a year i.e. before
start of monsoon).

Output 1 slab/box culvert per day

a) Labour
Mate No 0.24 580.00 139.20 L-12
Semiskilled No 2.00 580.00 1160.00 L-14
Unskilled No 5.00 545.00 2725.00 L-13
b) Machinery
Front End loader 1 cum bucket capacity Hrs. 2.50 2028.00 5070.00 P&M-5002
Tippers Hrs. 5.00 1278.00 6390.00 P&M-6004
d) Overhead charges @ 12% on (a+b+c) 1858.10
e) Contractor's Profit @ 10% on (a+b+c+d) 1734.23
Total 19076.53
a) For Each slab/box culvert Say 19077.00
b) For Pipe Culvert 5723.10
30% of rate of Slab/Box Culvert Say 5723.00

Carrying out proper cleaning of carriageways, footpaths, verges,

expansion joints (for free movement), drainage spouts of bridge
1.06 3000 including removal and disposal of trash, plastic, vegetation etc. from
site outside ROW complete as per direction of Engineer. (Frequency of
cleaning will be two times in a year i.e. before and after the monsoon).

Output 1Km
a) Labour
Mate No's 0.50 580.00 290.00 L-12
Man mazdoor No's 12.00 545.00 6540.00 L-13
Woman mazdoor No's 10.00 545.00 5450.00 L-13
b) Machinery
Mechanical Broomer hrs. 4.00 440.00 1760.00 P&M-23001
Total a+b 14040.00
d) Overhead charges @ 12% on (a+b+c) 1684.80
e) Contractor's Profit @ 10% on (a+b+c+d) 1572.48
Per Km 17297.28
Per Mtr 17.30
Per Mtr Say Say 17.00

Carrying out proper cleaning, and removing of dust/silt/thrash

/plastic/rubbish/garbage/waste from the carriageway, footpaths,
verges (excluding the verges of central median) by mechanical brooms
established with vehicle tracking system and manually if required and
as directed by the Engineer-in-charge. The payment will be made as
1.07 3000 per the report of vehicle tracking system indicating the location and
kilometres travelled and number of passes on that stretch covering the
full kilometre. The cleaning includes full width of both sides of
carriageway and service road, if any and confirming to 6.10 of Scope of
Work of Section-6 and as directed by the Engineer-in-charge. The
payment will be deducted proportionately as per the report of VTS.

A) Output = 1Km ( for 4/6 lanes )

a) Labour
Mate No's 0.50 580.00 290.00 L-12
Man mazdoor No's 12.00 545.00 6540.00 L-13
Woman mazdoor No's 10.00 545.00 5450.00 L-13
b) Machinery
Mechanical Broomer hrs. 4.00 440.00 1760.00 P&M-23001
Total a+b 14040.00
d) Overhead charges @ 12% on (a+b+c) 1684.80
e) Contractor's Profit @ 10% on (a+b+c+d) 1572.48
17297.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Per Km Per Month Rs 17297.00
B) Rural Area Rs 8649.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

Providing treatment to bleeding bituminous surface by uniform

spreading of crusher dust / other fine graded material @ 2.5 Kg per
1.08 3004.4
Sqm complete as per Technical Specification Clause No.-3004.4 in all
respect and as per direction of Engineer-in-charge.

A) Unit = Sqm
Taking output = 3500 sqm
a) Labour
Mate day 0.080 580.00 46.40 L-12
Mazdoor day 2.000 545.00 1090.00 L-13
b) Material
Stone crusher dust finer than 3mm with not more than 10 per cent
cum 6.250 920.46 5752.86 M-020
passing 0.075 sieve.
Add seignorage charges of aggregate cum 6.250 97.50 609.38
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 609.38 182.81
SMET @ 2% on Seigniorage Charges 2% 609.38 12.19
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 609.38 487.50
d) Overhead charges @ 12% on (a+b+c) 826.71
e) Contractor's Profit @ 10% on (a+b+c+d) 832.53
Cost for 3500sqm = a+b+c+d 9840.38
Rate per meter = (a+b+c+d)/3500 2.81
Say 3.00

Dismantling structures and pavement including disposal of resultant

material and / salvaging the useful material complete as per technical
1.09 2.4 II B 202
specification clause no. 202 complete in all respect as per direction of
the Engineer.

Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by

(c)
mechanical means
Unit = Cum
Taking output = 20 cum
a) Labour
Mate Day 0.008 580.00 4.64 L-12
Mazdoor Day 0.200 545.00 109.00 L-13
b) Machinery
Hydraulic Excavator 0.9 cum bucket capacity Hour 0.843 3571.00 3010.35 P&M-3005
For transportation to dumping yard considering lead @ 1km Hour 30.000 10.030 300.90 P&M-74001
Loading & unloading time Hour 0.843 2632.79 2218.91 P&M-6003
d) Overhead charges @ 12% on (a+b+c) 677.26
e) Contractor's Profit @ 10% on (a+b+c+d) 632.11
Cost for 1.25 Cum. 6953.17
Rate for 1 Cum. 347.66
Say 348.00
Stone Masonry Work including disposal of resultant waste material and
2.4 B (d)
stacking of useful material
Rate as per brick masonry
Rate for 1 Cum. Say 348.00

Applying epoxy mortar over leached, honey combed and spalled

1.10 17.8 2804 concrete surface and exposed steel reinforcement complete as per
Technical Specification
Unit = sqm
Taking output = 10 sqm
Assume average 10mm thickness of epoxy mortar
a) Material
Epoxy resin-hardener mix for prime coat kg 2.50 347.00 867.50 M-098
Epoxy mortar kg 2.20 120.00 264.00 M-096
Epoxy resin -hardener mix for seal coat. kg 2.00 347.00 694.00 M-098
Add 3 per cent cost of material for other consumables like acetone
54.77
etc. and to cover wastage.
b) Labour
Mate day 0.04 580.00 23.20 L-12
Mazdoor (Skilled) day 0.50 589.00 294.50 L-15
Mazdoor day 0.50 545.00 272.50 L-13
d) Overhead charges @ 12% on (a+b+c) 296.46
e) Contractor's Profit @ 10% on (a+b+c+d) 276.69
Cost for 10 sqm = a+b+c+d 3043.61
Rate per sqm = (a+b+c+d)/10 304.36
say 304.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

Cement plaster/ repair to cement plaster in thickness 12-20 mm in

1300 &
1.11 cement mortar 1:4 on all types of masonry works in superstructure /
2200
substructure at any height as per MOST Clause No. 1000, 1300 & 1400.

Unit = 10 sqm
Taking output = 10 sqm
a) Material
Sub Analysis
Cement Mortar 1:4 Cum 0.144 4633.00 667.15
given below
b) Labour
Mate day 0.04 580.00 23.20 L-12
Mason (Semi Skilled) day 0.50 580.00 290.00 L-10
Mazdoor day 0.50 545.00 272.50 L-13
Add 5% for Scaffolding charges 62.64
d) Overhead charges @ 12% on (a+b+c) 150.34
e) Contractor's Profit @ 10% on (a+b+c+d) 146.58
Rate per 10 sqm (a+b+c+d) 1612.42
Rate per sqm say 161.00

Sub Analysis
Cement mortar (1:4)
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.40 5400.00 2177.28 M-081
Sand cum 1.12 1734.13 1942.23 M-005
b) Labour
Mate day 0.04 580.00 23.20 L-12
Mazdoor day 0.90 545.00 490.50 L-13
Total Material and Labour (a+b) say 4633.00

Repair to all types of damaged stone/brick masonry work in

superstructure and substructure of bridges/ CD works including
dismantling of damaged portion and reconstructing to match with
1000,
existing pattern without causing any damage to the structure in
1.12 1300&
cement work complete in all respects including testing etc. as directed
1400
by the Engineer conforming to MOST Clause no. 1000, 1300 & 1400.
The rate quoted should be after due consideration of the salvage value
of the dismantled material.

1300 (a) Repair to brick masonry in 1:4 cement sand mortar.

Unit = cum
Taking output = 5 cum
a) Material
Bricks Ist class each 2500.00 9.00 22500.00 M-079
As Arrived
Cement mortar 1:4 cum 1.20 4633.00 5559.60
Below
b) Labour
Mate day 0.48 580.00 278.40 L-12
Mason day 4.00 580.00 2320.00 L-10
Mazdoor day 8.00 545.00 4360.00 L-13
Add for scaffolding @ 5 per cent of cost of material and labour 1750.90
Add seignorage charges of sand cum 1.344 40.50 54.43
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 54.43 16.33
SMET @ 2% on Seigniorage Charges 2% 54.43 1.09
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 0.00 0.00
d) Overhead charges @ 12% on (a+b+c) 4412.27
e) Contractor's Profit @ 10% on (a+b+c+d) 4118.12
Rate per 5 cum 45371.14
Rate per 1 cum 9074.23
Say 9074.00

1405.4 (B) (b) Repair to stone masonry in 1:3 cement sand mortar
a) Material
Stone cum 5.50 584.46 3214.51 M-170
Through and bond stone each 35.00 32.00 1120.00 M-184
(35no.x0.24mx0.24mx0.39m = 0.79 Cu.m)
As Arrived
Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis) cum 1.50 5089.00 7633.50
Below
b) Labour
Mate day 0.66 580.00 382.80 L-12
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Mason day 7.50 580.00 4350.00 L-10
Mazdoor day 9.00 545.00 4905.00 L-13
Add seignorage charges of sand cum 1.575 40.50 63.79
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 63.79 19.14
SMET @ 2% on Seigniorage Charges 2% 63.79 1.28
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 0.00 0.00
d) Overhead charges @ 12% on (a+b+c) 2592.70
e) Contractor's Profit @ 10% on (a+b+c+d) 2419.85
Cost for 5 cum = a+b+c+d 26702.56
Rate per cum (a+b+c+d)/5 5340.51
say 5341.00
Sub-
(A) Cement Mortar 1:3 (1 cement : 3 sand)
analysis
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.51 5400.00 2754.00 M-081
Sand cum 1.05 1734.13 1820.84 M-005
b) Labour
Mate day 0.04 580.00 23.20 L-12
Mazdoor day 0.90 545.00 490.50 L-13
Total Material and Labour = (a+b) say 5089.00

Maintenance of plants in median including watering,removal of rank

vegitation, supplying & spreading farm yard meanure, trimming,
1.13 307
replacement of 10% casualties of similar age, providing & spraying
insecticides /pesticides as directed by the Engineer in charge

Unit = km
Taking output = one km / One year
a) Labour
Mate day 2.000 580.00 1160.00 L-12
Mazdoor day 20.26 545.00 11041.70 L-13
b) Machinery
Water tanker6 KL capacity hour 19.98 769.00 15364.62 P&M-11003
c) Material
Manure Sludge / farm yard manure at site cum 6.66 84.00 559.44 M-168
Cost of water KL 119.88 81.00 9710.28 M-191
Replacement of casualties @ 10 per cent
Plants each 66.67 51.00 3400.17 M-100
Pesticides kg 1.00 120.00 120.00 M-135
d) Overhead charges @ 12% on (a+b+c) 4962.75
e) Contractor's Profit @ 10% on (a+b+c+d) 4631.90
Rate per Km for one year = (a+b+c+d+e) 50950.85
Rate per Km for one Month 4246.00

1.14 800
White wash/ cement paint/ snowcem in two or more coats to give an
even shade and smooth surface for protection of exposed
concrete/masonary portion of Bridges/CD works, kerb and wheel guard
including scraping of damage paint from old surface and repairing of
the existing surface wherever necessary complete as directed by the
Engineer incharge.

A) White washing two coats on existing surface

Unit=sqm
Taking Out put = 10 sqm
a) Material
SOR Pdf pg 104
White washing Paint @3sqm/kg Kgs 3.33 27.00 90.00
Sl.no 257
b) Labour
Painter I class Nos. 0.15 616.00 92.40 L-18
Painter II class Nos. 0.35 550.00 192.50 L-25
Man Mazdoor Nos. 0.50 545.00 272.50 L-13
Woman Mazdoor Nos. 1.00 545.00 545.00 L-13
d) Overhead charges @ 12% on (a+b+c) 143.09
e) Contractor's Profit @ 10% on (a+b+c+d) 133.55
Total for 10 sqm 1469.04
For 1 sqm 146.90
say 147.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
B)
Finishing walls with exterior decorative cement based paint such as
snowcern on old work, two coats to give an even shade after repairing
of defects so as to achieve smooth and defects free surface.

Snowcem with 2 coats

Unit=sqm
Taking Out put = 10 sqm
a) Material
SOR Pdf pg 104
Snowcem Paint @3sqm/kg Kgs 3.50 50.00 175.00
Sl.no 255
b) Labour
Painter I class Nos. 0.15 616.00 92.40 L-18
Painter II class Nos. 0.35 550.00 192.50 L-25
Man Mazdoor Nos. 0.50 545.00 272.50 L-13
Woman Mazdoor Nos. 1.00 545.00 545.00 L-13
d) Overhead charges @ 12% on (a+b+c) 153.29
e) Contractor's Profit @ 10% on (a+b+c+d) 143.07
Total for 10 sqm 1573.76
For 1 sqm 157.38
say 157.00
1.15 803
Painting with higloss synthetic enamel paint two coats to give an even
and smooth surface for protection of exposed concrete/masonary
portion of Bridges/CD works/ parapet, kerb painting and repairing
wherever necessary, complete as per approval of Engineer.

A) Old existing surface

Unit = sqm
Taking output = 40 sqm
a) Labour
Mate day 0.120 580.00 69.60 L-12
Painter day 2.000 616.00 1232.00 L-18
Mazdoor day 1.000 545.00 545.00 L-13
b) Material
Paint ready mixed approved brand. Litre 6.000 240.00 1440.00 M-130
Add @ 1 per cent on cost of material for scaffolding 1440.00 14.40
d) Overhead charges @ 12% on (a+b+c) 396.12
e) Contractor's Profit @ 10% on (a+b+c+d) 369.71
Cost for 40 sqm = a+b+c+d 4066.83
Rate per sqm= (a+b+c+d)/10 101.67
say 102.00

As
directed
by the Carrying out repair to road signs including strengthening resetting or
engineer otherwise repairing signs made out of M.S. Sheet. Job also include
patch repair to M.S. Sheet, posts, signs / script and repainting of
1.16
damaged portions of boards, posts with approved quality enamel paint
complete in all respect conforming to respective IRC/MOST
specifications and as directed by Engineer-in-charge.

A) Road sign boards mounted on Single post

Output - 12 Nos per day
a) Labour
I) Mate: day 0.280 580.00 162.40 L-12
ii) Painter day 1.000 616.00 616.00 L-18
iii) Semi Skilled day 2.000 580.00 1160.00 L-14
iv) Unskilled day 4.000 545.00 2180.00 L-13
b)Material
Paint ready mixed approved brand. lit 2.000 240.00 480.00 M-130
ii )R. Refl. Paint Lit 1.500 345.00 517.50 Approximate

ii) Chemical /Thinner lit 1.000 77.00 77.00 Pg.30 S.No.100

iii) Scaffolding / Jeep mounted crane 1.000 1159.50 1159.50 S.No.59 Pg 48

iv) Tools & Tackles L.S. 1.000 230.00 230.00 Approximate
d) Overhead charges @ 12% on (a+b+c) 789.89
e) Contractor's Profit @ 10% on (a+b+c+d) 737.23
Rate per 12 No. 8109.52
Say 676.00 per No.
B) Road sign mounted on double post.
Output = 10 per day
Rate per No 1014.00 per No.
C) Overhead gantry road sign boards
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Output = 10 per day
Rate per No 2433.60 per No.
D) Cantilever Gantry
Output = 10 per day
Rate per No 1521.00 per No.
1.17 800
Painting two coats on old surface after minor repairs to give an even
and smooth surface and printing letters and figures with 1st quality
synthetic enamel paint of approved brand and manufacture complete
in all respect conforming to respective IRC specification and as directed
by Engineer-in-charge.

A) Hectometre stones
Unit : Each
Taking output 33 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 6.27 104.00 652.08
below
II. Lettering on KM post(average 30letters of 10cm height Per cm Per Rate arrived
330 1.00 330.00
each).Numericals 0.46 letter below
For 33 Nos 982.08
For 1 No.of HM Stone 29.76
Say 30.00
B) Kilometre stones
Unit : Each
Taking output 14 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 11.41 104.00 1186.64
below
II. Lettering on KM post(average 30letters of 10cm height each). Per cm Per Rate arrived
1680 1.00 1680.00
Telugu /Hindi 0.46 letter below
For 14 Nos 2866.64
For 1 No.of Ordinary KM Stone 205.00
C) 5th Kilometre stones
Unit : Each
Taking output 6 Nos
8.14 of Page 226 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 9.85 104.00 1024.40
below
II. Lettering on KM post(average 30letters of 10cm height each). English = Per cm Per Rate arrived
1800 1.00 1800.00
0.29 &Telugu /Hindi =0.47,(0.47+0.29)/2=0.38 letter below
For 6 Nos 2824.40
For 1 No.of 5th KM Stone 470.73
Say 471.00
D) Boundary stones
Unit : Each
Taking output 33 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 6.27 104.00 652.08
below
II. Lettering on KM post(average 30letters of 10cm height Per cm Per Rate arrived
330 1.00 330.00
each).Numericals 0.46 letter below
For 33 Nos 982.08
For 1 No.of HM Stone 1077.12/33 29.76
Say 30.00
E) Marker Posts
Unit : Each
Taking output 33 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 6.27 104.00 652.08
below
II. Lettering on KM post(average 30letters of 10cm height Per cm Per Rate arrived
330 1.00 330.00
each).Numericals 0.46 letter below
For 33 Nos 982.08
For 1 No.of Marker Posts Stone 1085.37/33 29.76
Say 30.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
1.18 804

Providing and fixing reinforced cement concrete M-15 grade 5th

kilometer stones, kilometer stones and hectometer stones of standard
design as per IRC-8-1980 & MORTH specification clause 804 including
two coat painting with synthetic enamel paint after applying approved
quality cement primer and printing letters with approved quality
synthetic enamel paint on both sides as per MORTH specification
clause 804 and as per drawing and direction of the Engineer in charge.
The job includes fixing of these distance measuring stones at places
after dismantling of existing damaged stones, and further disposing of
dismentaled material outside ROW. Rates quoted to be inclusive of the
salvage value of the useful material obtained during the course of
dismantling. The fixing of these stones shall be done with M 10 cement
concrete as per drawing and approval of the Engineer in charge.

A)Hectometer stones
B)Kilometer stones
C)5th Kilometer stones
D)Boundary Stones
E)Marker Posts
804 A Hectometer stone (precast)
Unit = Each
Taking output = 33 Nos.
from RA-1 -
a) M-15 grade of concrete cum 1.580 6571.00 10382.18
1.15
Rate arrived
b) Steel reinforcement @ 5 kg per sqm kg 66.000 81.060 5349.96
below
Rate arrived
c) Excavation in soil for foundation cum 1.390 560.00 778.40
below
Rate arrived
d) Painting two coats on concrete surface sqm 6.270 104.00 652.08
below
per cm per Rate arrived
e) Lettering on km post (average 1 letter of 10 cm height each) 330.000 1.00 330.00
letter below
Transportation and fixing
f) Labour
Mate day 0.340 580.00 197.20 L-12
Mason day 1.500 580.00 870.00 L-10
Mazdoor day 7.000 545.00 3815.00 L-13
g) Machinery
Tractor-trolley hour 6.000 512.00 3072.00 P&M-12001
d) Overhead charges @ 12% on (a+b+c) 954.50
e) Contractor's Profit @ 10% on (a+b+c+d) 890.87
Cost for 33 Nos. Hectometer stone = (a+b +c +d+e+f+ g+h+i) 27292.19
Rate for each Hectometer stone = (a+b +c +d+e+f+ g+h+i) 33 827.04
say 827.00
804 B Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone of standard
design as per IRC:8-1980, fixing in position including painting and
printing etc
Ordinary kilometer stone (precast)
Unit = Each
Taking output = 14 Nos.
from RA-1 -
a) M-15 grade of concrete cum 3.770 6571.00 24772.67
1.13
Rate arrived
b) Steel reinforcement @ 5 kg per sqm kg 26.320 81.060 2133.50
below
Rate arrived
c) Excavation in soil for foundation cum 2.770 560.00 1551.20
below
Rate arrived
d) Painting two coats on concrete surface sqm 11.410 104.00 1186.64
below
per cm per Rate arrived
e) Lettering on km post ( average 12 letters of 10 cm height each) 1680.000 1.00 1680.00
letter below
Transportation and fixing
f) Labour
Mate day 0.320 580.00 185.60 L-12
Mason day 1.000 580.00 580.00 L-10
Mazdoor day 7.000 545.00 3815.00 L-13
g) Machinery
Tractor-trolley hour 6.000 512.00 3072.00 P&M-12001
d) Overhead charges @ 12% on (a+b+c) 918.31
e) Contractor's Profit @ 10% on (a+b+c+d) 857.09
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Cost for 14 Nos. ordinary km stone = (a+b+ c +d+e+f+g+h+i) 40752.01
Rate for each ordinary km stone = (a+b+ c +d+e+f+g+h+j) /14 2910.86
say 2911.00
C 5th kilometre stone (precast)
Unit = Each
Taking output = 6 Nos.
from RA-1 -
a) M-15 grade of concrete cum 2.350 6571.00 15441.85
1.13
Rate arrived
b) Steel reinforcement @ 5 kg per sqm kg 22.080 81.060 1789.80
below
Rate arrived
c) Excavation in soil for foundation cum 1.680 560.00 940.80
below
Rate arrived
d) Painting two coats on concrete surface sqm 9.850 104.00 1024.40
below
per cm per Rate arrived
e) Lettering on km post (average 30 letters of 10 cm height each) 1800.000 1.00 1800.00
letter below
Transportation and fixing
f) Labour
Mate day 0.264 580.00 153.12 L-12
Mason day 0.600 580.00 348.00 L-10
Mazdoor including loading/unloading day 6.000 545.00 3270.00 L-13
g) Machinery
Tractor-trolley hour 6.000 512.00 3072.00 P&M-12001
d) Overhead charges @ 12% on (a+b+c) 821.17
e) Contractor's Profit @ 10% on (a+b+c+d) 766.43
Cost for 6 Nos. 5th km stone = a+b+c+ d+e +f+g+h +i 29427.58
Rate for each 5th km stone = (a+b+c+ d+e +f+g+h +i )/6 4904.60
say 4905.00
D Marker Posts for Pipe Culvert

Supply and erection of Marker post at Pipe culverts in a trench of size

300x350x400mm.The Demarkation stone of size not less than
900x150x150mm.The M15 concrete bed of thickness 100mm should
be laid and M15 concrete should be filled all arounf]d the damarkation
stone after placing it in the trench.The stone should be kept 300mm
below the Ground.

a) Excavation Cum 0.042 111.00 4.66

from RA-1 -
b) M15 for filling the trench around and below the Post Cum 0.0353 6571.00 231.63
1.13
c) Cost for Transportation & Fixing Charges Each 1.00 115 100.00 Approximate
d) Cost of Demarcation Stones Each 1 67.00 67.00
Rate arrived
e) Painting 5 letters on each stone Each 5 1.00 5.00
below
d) Overhead charges @ 12% on (a+b+c) 48.99
e) Contractor's Profit @ 10% on (a+b+c+d) 45.73
503.01
say 503.00
1.19 803 Painting two coats with first quality enamel paint of approved make &
quality to give an even shade including writing, letter & figure etc.
complete in all respect as per IRC standard.
A) Hectometre stones
Unit : Each
Taking output 33 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 6.27 104.00 652.08
below
II. Lettering on KM post(average 30letters of 10cm height Per cm Per Rate arrived
330 1.00 330.00
each).Numericals 0.46 letter below
For 33 Nos 982.08
For 1 No.of HM Stone 1077.12/33 29.76
Say 30.00
B) Kilometre stones
Unit : Each
Taking output 14 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 11.41 104.00 1186.64
below
II. Lettering on KM post(average 30letters of 10cm height each). Per cm Per Rate arrived
1680 1.00 1680.00
Telugu /Hindi 0.46 letter below
For 14 Nos 2866.64
For 1 No.of Ordinary KM Stone 205.00
C) 5th Kilometre stones
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Unit : Each
Taking output 6 Nos
8.14 of Page 226 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 9.85 104.00 1024.40 on separate
sheet
II.
Lettering on KM post(average 30letters of 10cm height each). English = Per cm Per Rate arrived
1800 1.00 1800.00
0.29 & Telugu /Hindi =0.47,(0.47+0.29)/2=0.38 letter below

For 6 Nos 2824.40

For 1 No.of 5th KM Stone 470.73
Say 471.00
D) Boundary stones
Unit : Each
Taking output 33 Nos
8.14 of Page 227 of Standard Data Book
I. Rate arrived
Painting two coats on concrete surface Sqm. 6.27 104.00 652.08
below
II. Lettering on KM post(average 30letters of 10cm height Per cm Per Rate arrived
330 1.00 330.00
each).Numericals 0.46 letter below
For 33 Nos 982.08
For 1 No.of HM Stone 1077.12/33 29.76
Say 30.00
A) Printing letters of CD nos
Unit : Each
Taking output 33 Nos
8.14 of Page 227 of Standard Data Book
Rate arrived
I. Painting two coats on concrete surface Sqm. 6.27 104.00 652.08
below
Lettering on KM post(average 30letters of 10cm height Per cm Per Rate arrived
II. 330 1.00 330.00
each).Numericals 0.46 letter below
For 33 Nos 982.08
For 1 No.of Marker Posts Stone 1085.37/33 29.76
Say 30.00
PAINTING NEW LETTERS AND FIGURES OF ANY SHADE WITH
SYNTHETIC ENAMEL PAINT , BLACK OR ANY OTHER APPROVAL
COLOUR TO GIVE AN EVEN SHADE.
A) HINDI (Matras commas and the like not to be measured and paid
for half letters shall be counted as half)
Details for 100 letters of 16cm height 1600cm
Unit per cm height per letter
P211& 8.3(i) of Standard Data Book
a. Material
Painting Ltrs 0.7 240.00 168.00 M-130
b. Labour
Mate Day 0.12 580.00 69.60 L-12
Painter 1st class Day 2 616.00 1232.00 L-18
Majdoor Day 1 545.00 545.00 L-13
1846.60
Cost of a+b 2014.60
d) Overhead charges @ 12% on (a+b+c) 241.75
2256.35
e) Contractor's Profit @ 10% on (a+b+c+d) 225.64
Cost for 1600 cms 2481.99
Rate for 1cm height per letter 1.55
B) English and Roman ( Hyphens and the like not to be measured and
paid for)
Details for 100 letters of 16cm height 1600cm
Unit per cm height per letter
P212& 8.3(ii) of Standard Data Book
a. Material
Painting Ltrs 0.50 240.00 120.00 M-130
b. Labour
Mate Day 0.07 580.00 40.60 L-12
Painter 1st class Day 1.25 616.00 770.00 L-18
Majdoor Day 0.50 545.00 272.50 L-13
1083.10
Cost of a+b 1203.10
d) Overhead charges @ 12% on (a+b+c) 144.372
1347.47
e) Contractor's Profit @ 10% on (a+b+c+d) 134.747
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Cost for 1600 cms 1482.22
Rate for 1cm height per letter 1.00

PAINTING TWO COATS ON NEW CONCRETE SURFACES

803
Painting two coats after filling the surfaces with Synthetic Enamel
Paint in all shades on new plastered concrete surfaces.

Unit : Sqm
Taking output 40sqm
Sl.No.8.8 of Standard Data Book
a. Labour
Mate Day 0.120 580.00 69.60 L-12
Painter Day 2.000 616.00 1232.00 L-18
Mazdoor Day 1.000 545.00 545.00 L-13
b. Material
Paint confirming to requirement of clause 803.3 Lit. 6.000 240.00 1440.00 M-130
Add for scaffolding @ 1 per cent of labour cost where required 18.47
Add @ 5 per cent cost of labour and materials to prepare the surface
by filling minuts roughness on the surface and priming the surface 72.00
before laying 2 coats of painting.
d) Overhead charges @ 12% on (a+b+c) 405.25
e) Contractor's Profit @ 10% on (a+b+c+d) 378.23
Cost for 40 sqm 4,160.55
Rate for 1sqm 104.01
Say 104.00
1.20 811

Maintenance of existing single faced W-Beam metal crash barrier

having a length of 3599 meters. It includes replacement of beam, post,
spacer channels / brackets, fastners etc. Job also includes repair of old
damaged members by straightening the members and removing &
repairing all the existing dents as well as other defects and neatly
refixing the repaired members complete in all reaspect as per Clause
811 of Technical Specification and as directed by Engineer in charge.
The proportionate reduction of rate will be made as per actual length
at the time of handing over of stretch.

Unit = Running metre

Taking output = 4.5 metre length
a) Labour
Mate day 0.060 580.00 34.80 L-12
Blacksmith day 0.500 587.50 293.75 L-02
Mazdoor day 1.000 545.00 545.00 L-13
b) Machinery
Tractor-trolley hour 0.100 512.00 51.20 P&M-12001
c) Material
Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in M-181
kg 41.210 60.00 2472.60
length
M-181
Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre kg 88.560 60.00 5313.60

Spacer 150 x 75 x 5 mm channel 0.33 m long,3 Nos @ 16.4 kg per M-181

kg 16.240 60.00 974.40
metre
Nuts and bolts kg 20.000 104.00 2080.00 M-129
Add 25 per cent of the cost of material for fabrication, nuts, bolts and
2710.15
washers etc.)
d) Overhead charges @ 12% on
(a+b+c) 1737.06
e) Contractor's profit @ 10% on
(a+b+c+d) 1621.26

Cost for 4.5 metre = a+b+c+d+e 17833.82

Rate per metre = (a+b+c+d+e)/4.5 3963.07
Say 3963.00

A Total cost of Metal beam Crash barrier length of 3599 Rmt 14262837.00
B Assume 5 % per Year cost of Maintenance AX5% 713,141.85 Per Rmt
Per Month = h/12 59,428.49

C Total cost per month Per Month Say 59,428.00

Say 59,428.00
1.21 806 Providing and fixing Boundary Pillars as per IRC:25.
8.16 D Boundary pillar
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

Reinforced cement concrete M15 grade boundary pillars of standard

design as per IRC:25-1967, fixed in position including finishing and
lettering but excluding painting
Unit=each
Taking output = 57 Nos.
from RA-1 -
a) M-15 grade of the boundary stone cum 1.250 6571.00 8213.75
1.13
Rate arrived
b) Steel reinforcement kg 79.800 81.060 6468.59
below
Rate arrived
c) Excavation in soil cum 10.720 560.00 6003.20
below
per letter
Rate arrived
d) Lettering, each 10 cm high per cm 2280.000 1.00 2280.00
below
high
Transportation and fixing
e) Labour
Mate day 0.570 580.00 330.60 L-12
Mazdoor day 14.250 545.00 7766.25 L-13
f) Machinery
Tractor-trolley hour 6.000 512.00 3072.00 P&M-12001
g) Material
M-15 Grade Concrete cum 11.970 6571.00 78654.87
d) Overhead charges @ 12% on (a+b+c) 1340.26
e) Contractor's Profit @ 10% on (a+b+c+d) 1250.91
Cost for 57 Nos. boundary pillar = (a+b +c+d +e+ f+g+h+i ) 115380.43
Rate for each boundary pillar = (a+b+c+d+e+ f+g+h+i)/57 2024.22
say 2024.00
1.22 803
Painting all types of M.S/GI railing as when required with two coats of
synthetic enamel paint of approved brand after cleaning the surface
complete in all respect as directed by the Engineer.
a) Old existing surface
Unit = sqm
Taking output = 10 sqm
a) Labour
Mate day 0.030 580.00 17.40 L-12
Painter day 0.450 616.00 277.20 L-18
Mazdoor day 0.250 545.00 136.25 L-13
b) Material
Paint ready mixed approved brand. Litre 1.250 240.00 300.00 M-130
Add @ 1 per cent on cost of material for scaffolding 3.00
d) Overhead charges @ 12% on (a+b+c) 88.06
e) Contractor's Profit @ 10% on (a+b+c+d) 82.19
Cost for 10 sqm = a+b+c+d 904.10
Rate per sqm= (a+b+c+d)/10 90.41
For 1 No.of Railing ie.,2.10 mts is 2.50 Sqm say 90.00
For 1 Rmt rate is ( 73 x 2.50)/2.10 say 107.00 Rmt

1.23 8.9 803 Painting on Steel Surfaces

Providing and applying two coats of ready mix paint of approved brand
on steel surface after through cleaning of surface to give an even shade

Unit = sqm
Taking output = 10 sqm
a) Labour
Mate day 0.028 580.00 16.24 L-12
Painter day 0.450 616.00 277.20 L-18
Mazdoor day 0.250 545.00 136.25 L-13
b) Material
Paint ready mixed approved brand. Litre 1.250 240.00 300.00 M-130
Add @ 1% on cost of material for scaffolding 3.00
Add @ 5 per cent cost of labour and materials to prepare the surface
by filling minuts roughness on the surface and priming the surface 36.48
before laying 2 coats of painting.
d) Overhead charges @ 12% on (a+b+c) 92.30
e) Contractor's Profit @ 10% on (a+b+c+d) 86.15
Cost for 10 sqm = a+b+c+d 947.62
Rate per sqm = (a+b+c+d)/10 94.76
say 95.00
Sub analysis
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Section
1600 & Supplying, fitting and placing HYSD bar reinforcement in sub-structure
2200 complete as per drawing and technical specifications

Output : MT
Taking output = 8 MT
a) Material
HYSD bars including 5% overlaps and wastage MT 8.40 60000.00 504000.00 M-083
Binding wire kg 48.00 75.00 3600.00 M-072
b) Labour for cutting, bending, shifting to site, tying and placing in
position
Mate day 0.16 580.00 92.80 L-12
Blacksmith day 1.00 587.50 587.50 L-02
Mazdoor day 3.00 545.00 1635.00 L-13
C) Machinery
Cutting machine hour 6.67 611.40 4076.00 P&M-43001
Bendung machine hour 6.67 611.40 4076.00 P&M-43001
Electric Genrator 15 KVA hour 6.67 492.28 3281.87 P&M-22009
Tipper for transportation 10 cum capacity t-km 8 X L1 0.00 0.00 P&M-74001
For Loading and unloading hour 1.78 0.00 0.00 P&M-6003
Light weight crane hour
At cutting yard hour 2.00 1254.40 2508.80 P&M-63001
At Site hour 2.00 1254.40 2508.80 P&M-63001
d) Overhead charges @ 12% on (a+b+c) 65796 63164.01
e) Contractor's Profit @ 10% on (a+b+c+d) 58953.08
Rate for per MT (a+b+c+d)/8 81060.48
say 81060.00
304 Excavation for Structures

Earth work in excavation 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, backfilling the excavation earth to the
extent required and utilising the remaning earth locally for road work.

I) Ordinary soil
Unit = cum
Taking output = 10 cum
A Manual Means
(i) Depth upto 3 m
a) Labour
Mate day 0.320 580.00 185.60 L-12
Mazdoor day 8.000 545.00 4360.00 L-13
d) Overhead charges @ 12% on (a+b+c) 545.47
e) Contractor's Profit @ 10% on (a+b+c+d) 509.11
Cost for 10 cum = a+b+c 5600.18
Note Rate per cum = (a+b+c)/10 560.02
say 560.00
1.24
Removing all types of broken down/vehicles which have met with
accidents from the carriageway and toeing the same to proper
locations i.e. nearest Police stations or some suitable location by using
15 tonne or of more capacity pick and carry crane, as per clause 6.4 of
Scope of Work and as per Clause 6.8 'Performance Standard' of scope
of work.

Unit = per vehicles per months

a) Labour
i) Mate: day 0.320 580.00 185.6 L-12
ii) Skilled day 2.000 589.00 1178 L-15
ii) Unskilled day 4.000 545.00 2180 L-13
b) Machinery
Toeing away crane v/m 1.000 82500.00 82500.00 market rate
Tractor Trolly hr 4.000 512.00 2048 P&M-12001
c) Traffic Diversion 1000 Approx
d) Overhead charges @ 12% on (a+b+c) 10691
e) Contractor's Profit @ 10% on (a+b+c+d) 9978
Rs 109761
Per Vehicle Per Month Say 109761
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
1.25 3000
Providing, running and maintaining route patrol vehicle as per clause
6.4 of scope of work and as per clause 6.8 'Performance Standard' of
scope of work. It also includes removal of dead animals lying on
highways and burying them at propoer safe location out of ROW. It will
be incidental to this work. Payment will be made as defined in Clause
6.8 of Scope of Work.

I) One vehicle considered to run 3 trips (3 on LCW+ 3 on RCW)

7722
[(85.8/2)x6)= 257.4 km / day ie. monthly running 7722 km.
Unit = months
a) Labour
3no.x
i) Supervisor no/month 580.00 52200 L-12
30days
3No.x 30
ii) helper no/month 545.00 49050 L-21
days
b) Vehicle
i) Four wheeler (TraX/ MAXX) including maintenance month 1.000 44000 44000 market rate
ii) Diesel (12 km mileage) liters 643.500 97.82 62947.17 M-197
c) Mobile phones Nos. 1.000 3500 3500 Ls
d) Overhead charges @ 12% on (a+b+c) 25404
e) Contractor's Profit @ 10% on (a+b+c+d) 23710
Total Cost per Month 260811
say 260811

1.26 Maintenance of existing LED Solar Blinker including replacement of

battery, LEDs and other accessories, if required.
a)Solar blinker rate @ 5% of blinker rate each 1.000 1,165.00 1165
say 1165.00
say 1165.00

1.27
Maintenance of existing LED Solar Blinker including Replacement of
Battery (Rate considered as per quotation)

a)Solar blinker rate Approx each 1.000 5,600.00 5600

5600.00
say 5600.00

1.28
Maintenance of existing 160 W +/-10% (>=20000 Lumens) Street lights

each 1.000 13,811.00 13811

say 13811.00
say 13811.00

1.29
Maintenance of existing 16 meter Highmast 200 W +/-10% (>=20000
Lumens)

each 1.000 16,690.00 16690

16690.00
say 16690.00

1.30 As
directed Setting up of control room (24x7) along the higway with round the
by the clock deployment of atleast one Manager. Phone Nos. of control room
engineer will be displayed on the highway at every 5 km. It will coordinate all
LS 1.000 50000 50000.00
the acitivities of incident management vehicles. It will maintain /
generate VTS report and other reports related to incident management
operations.

1.31 125 Supply of colour photographs in three copies and two CDs complete as
per Technical specification clause 125
a) Cost of two CD's No 2.000 22 44.00 Approx
b) Cost of copying No 2.000 22 44.00 Approx
c) Cost for print of Post card size No 300.000 27.5 8250.00 Approx
d) Cost of good quality album No 3.000 110 330.00 Approx
d) Overhead charges @ 12% on (a+b+c) 1040.16
e) Contractor's Profit @ 10% on (a+b+c+d) 970.82
For 100 prints 10678.98
Cost per Set Print Rs 106.79
Say 107.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
1.32 Removal of dead animals lying on highways and burying them at
proper safe location out of ROW.
Unit = Per Animal
Assuming 20 Dead Animals per Month
Mate Nos 20.000 580.00 11600 L-12
Un Skilled Nos 40.000 545.00 21800 L-13
Tractor hrs 40.000 512.00 20480 P&M-12001
Tools and Tackles 10% including Burning 5388.00
d) Overhead charges @ 12% on (a+b+c) 646.56
e) Contractor's Profit @ 10% on (a+b+c+d) 603.46
Total 6638.02
Rate Per Animal 332

1.33 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 50mm.

Removal of all failed material, trimming of completed excavation to

provide firm vertical faces, cleaning of surface, painting of tack coat on
the sides and base of excavation as per clause 503, back filling the pot
holes with hot bituminous material as per clause 504, compacting,
trimming and finishing the surface to form a smooth continuous
surface, all as per clause 3004.2

Unit = Sqm 245 Cum

Taking out put = 4900 sqm (245cum)(563 Tonnes) 450 tonne
a) Labour
Mate Day 3.650 580.00 2117.00 L-12
Mazdoor Day 87.500 589.00 51537.50 L-15
Mazdoor skilled Day 3.750 545.00 2043.75 L-13
b) Machinery
Hot Mix Plant
(i) HMP 200 TPH hour x P&M-18001
(ii) HMP 160 TPH hour x P&M-18002
(iii) HMP 120 TPH hour 6.250 38683.00 241768.75 P&M-18003
Mechanical broom (2.1m sweeping width) hour 1.823 440.00 801.90 P&M-23001
Air compressor 250 cfm hour 1.823 1768.80 3223.64 P&M-15001
Electric generator
(i) 500 KVA hour 9286.47 P&M-22002
(ii) 400 KVA hour 7489.95 P&M-22003
(iii) 250 KVA hour 6.250 2279.00 14243.75 P&M-22004
Front end loader for feeding the plant
(i) 3.1 Cum Capacity hour 4954.40 0.00 P&M-5001
(ii) 2.1 Cum Capacity hour 2028.00 0.00 P&M-5002
(iii) 1 Cum Capacity hour 6.250 2087.02 13043.88 P&M-5003
Tipper
For Transportation
(i) 18 cum capacity t.km 8.70 P&M-72002
(ii) 14 cum capacity t.km 9.87 0.00 P&M-73002
(iii) 10 cum capacity t.km 450 x L 12.19 137137.50 P&M-74002
For loading & unloading time
(i) 18 cum capacity hour 3337.78 P&M-6001
(ii) 14 cum capacity hour 2959.76 P&M-6002
(iii) 10 cum capacity hour 6.250 2632.79 16454.94 P&M-6003

Smooth steel wheeled tandem roller for static and vibratory passaes hour 17.344 1758.00 30490.31 P&M-8001

c) Material
I) Bitumen tonne 29.863 50534.00 1509071.58 M-074A
ii) Bitumen emulsion for tack coat . tonne 1.475 43428.00 64056.30 M-077
iii) Aggregates
Grading I - 19mm(Nominal size)
M-050,M-
20-10mm 38 per cent cum 135.319 1273.46 172322.62 051,M-052 and
M-053
10-5 mm 17 per cent cum 60.538 1099.96 66588.83 M-024
M-020,M-021
5mm and below43 per cent cum 153.124 921.46 141097.11
and M-023
Filler @ 2 Percent of weight of Aggregates tonne 10.683 950.62 10155.05 M-190
Add 5 per cent for wastage 19508.18
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 348.980 97.50 34025.55
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 34025.55 10207.67
SMET @ 2% on Seigniorage Charges 2% 34025.55 680.51

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 34025.55 27220.44

or
Grading-II 13mm (Nominal size)
M-050 and M-
13.2-10 mm 21 per cent cum 74.781 1273.46 95230.71
051
10-5 mm 17 per cent cum 60.538 1099.96 66588.83 M-024
M-020,M-021
5 mm and Below 60 per cent cum 213.660 921.46 196878.73
and M-023
Filler 2 per cent tonne 10.683 950.62 10155.05 M-190
Add 5 per cent for wastage 18442.67
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 348.979 97.50 34025.43
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 34025.43 10207.63
SMET @ 2% on Seigniorage Charges 2% 34025.43 680.51

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 34025.43 27220.34

Any one of the above alternatives of aggregate i.e. 19mm or 13mm

nominal size may be adopted as per approved design.
for grading I Material
@ 12% on
d) Overhead charges 299479.51
(a+b+c)
@ 10% on
e) Contractor's profit 279514.21
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 3146790.46
Rate per cum = (a+b+c+d+e)/4900 642.20
642.00
for grading II Material
@ 12% on
d) Overhead charges 296794.41
(a+b+c)
@ 10% on
e) Contractor's profit 277008.12
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 3119223.21
Rate per cum = (a+b+c+d+e)/4900 636.58
637.00
Say 640.00
Filling Pot-holes and Patch Repairs with Bituminous concrete, beyond
1.33B
50mm.

Removal of all failed material, trimming of completed excavation to

provide firm vertical faces, cleaning of surface, painting of tack coat on
the sides and base of excavation as per clause 503, back filling the pot
holes with hot bituminous material as per clause 504, compacting,
trimming and finishing the surface to form a smooth continuous
surface, all as per clause 3004.2

Unit = Sqm 367.5 Cum

Taking out put = 4900 sqm (368cum) 450 tonne
a) Labour
Mate Day 5.475 580.00 3175.50 L-12
Mazdoor Day 131.250 589.00 77306.25 L-15
Mazdoor skilled Day 5.625 545.00 3065.63 L-13
b) Machinery
Hot Mix Plant
(i) HMP 200 TPH hour x P&M-18001
(ii) HMP 160 TPH hour x P&M-18002
(iii) HMP 120 TPH hour 9.375 38683.00 362653.13 P&M-18003
Mechanical broom (2.1m sweeping width) hour 2.734 440.00 1202.85 P&M-23001
Air compressor 250 cfm hour 2.734 1768.80 4835.46 P&M-15001
Electric generator
(i) 500 KVA hour 9286.47 P&M-22002
(ii) 400 KVA hour 7489.95 P&M-22003
(iii) 250 KVA hour 9.375 2279.00 21365.63 P&M-22004
Front end loader for feeding the plant
(i) 3.1 Cum Capacity hour 4954.40 0.00 P&M-5001
(ii) 2.1 Cum Capacity hour 2028.00 0.00 P&M-5002
(iii) 1 Cum Capacity hour 9.375 2087.02 19565.81 P&M-5003
Tipper
For Transportation
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
(i) 18 cum capacity t.km 8.70 P&M-72002
(ii) 14 cum capacity t.km 9.87 0.00 P&M-73002
(iii) 10 cum capacity t.km 450 x L 12.19 137137.50 P&M-74002
For loading & unloading time
(i) 18 cum capacity hour 3337.78 P&M-6001
(ii) 14 cum capacity hour 2959.76 P&M-6002
(iii) 10 cum capacity hour 9.375 2632.79 24682.41 P&M-6003

Smooth steel wheeled tandem roller for static and vibratory passaes hour 26.016 1758.00 45735.47 P&M-8001

c) Material
I) Bitumen tonne 44.794 50534.00 2263607.36 M-074A
ii) Bitumen emulsion for tack coat . tonne 2.213 43428.00 96084.45 M-077
iii) Aggregates
Grading I - 19mm(Nominal size)
M-050,M-
20-10mm 38 per cent cum 202.978 1273.46 258483.93 051,M-052 and
M-053
10-5 mm 17 per cent cum 90.806 1099.96 99883.24 M-024
M-020,M-021
5mm and below43 per cent cum 229.686 921.46 211645.67
and M-023
Filler @ 2 Percent of weight of Aggregates tonne 16.024 950.62 15232.57 M-190
Add 5 per cent for wastage 29262.27
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 523.470 97.50 51038.33
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 51038.33 15311.50
SMET @ 2% on Seigniorage Charges 2% 51038.33 1020.77

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 51038.33 40830.66

or
Grading-II 13mm (Nominal size)
M-050 and M-
13.2-10 mm 21 per cent cum 112.172 1273.46 142846.07
051
10-5 mm 17 per cent cum 90.806 1099.96 99883.24 M-024
M-020,M-021
5 mm and Below 60 per cent cum 320.490 921.46 295318.09
and M-023
Filler 2 per cent tonne 16.024 950.62 15232.57 M-190
Add 5 per cent for wastage 27664.00
Any one of the above alternatives of aggregate i.e. 19mm or 13mm
nominal size may be adopted as per approved design.
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 523.468 97.50 51038.14
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 51038.14 15311.44
SMET @ 2% on Seigniorage Charges 2% 51038.14 1020.76

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 51038.14 40830.51

for grading I Material

@ 12% on
d) Overhead charges 440991.01
(a+b+c)
@ 10% on
e) Contractor's profit 411591.61
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 4635708.99
Rate per cum = (a+b+c+d+e)/4900 946.06
946.00
for grading II Material
@ 12% on
d) Overhead charges 436963.37
(a+b+c)
@ 10% on
e) Contractor's profit 407832.48
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 4594358.11
Rate per cum = (a+b+c+d+e)/4900 937.62
938.00
Rate per sqm (Average of 1000 & 989) Say 942.00

1.34 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 50mm.
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

Removal of all failed material, trimming of completed excavation to

provide firm vertical faces, cleaning of surface, painting of tack coat on
the sides and base of excavation as per clause 503, back filling the pot
holes with hot bituminous material as per clause 504, compacting,
trimming and finishing the surface to form a smooth continuous
surface, all as per clause 3004.2

Unit = Sqm 245 Cum

Taking out put = 4900 sqm (245cum)(563 Tonnes) 450 tonne
a) Labour
Mate Day 3.650 580.00 2117.00 L-12
Mazdoor Day 87.500 589.00 51537.50 L-15
Mazdoor skilled Day 3.750 545.00 2043.75 L-13
b) Machinery
Hot Mix Plant
(i) HMP 200 TPH hour x P&M-18001
(ii) HMP 160 TPH hour x P&M-18002
(iii) HMP 120 TPH hour 0.000 38683.00 0.00 P&M-18003
Mechanical broom (2.1m sweeping width) hour 1.823 440.00 801.90 P&M-23001
Air compressor 250 cfm hour 1.823 1768.80 3223.64 P&M-15001
Electric generator
(i) 500 KVA hour 9286.47 P&M-22002
(ii) 400 KVA hour 7489.95 P&M-22003
(iii) 250 KVA hour 6.250 2279.00 14243.75 P&M-22004
Front end loader for feeding the plant
(i) 3.1 Cum Capacity hour 4954.40 0.00 P&M-5001
(ii) 2.1 Cum Capacity hour 2028.00 0.00 P&M-5002
(iii) 1 Cum Capacity hour 6.250 2087.02 13043.88 P&M-5003
Tipper
For Transportation
(i) 18 cum capacity t.km 8.70 P&M-72002
(ii) 14 cum capacity t.km 9.87 0.00 P&M-73002
(iii) 10 cum capacity t.km 450 x L 12.19 137137.50 P&M-74002
For loading & unloading time
(i) 18 cum capacity hour 3337.78 P&M-6001
(ii) 14 cum capacity hour 2959.76 P&M-6002
(iii) 10 cum capacity hour 6.250 2632.79 16454.94 P&M-6003

Smooth steel wheeled tandem roller for static and vibratory passaes hour 17.344 1758.00 30490.31 P&M-8001

c) Material
I) Bitumen tonne 29.863 50534.00 1509071.58 M-074A
ii) Bitumen emulsion for tack coat . tonne 1.475 43428.00 64056.30 M-077
iii) Aggregates
Grading I - 19mm(Nominal size)
M-050,M-
20-10mm 38 per cent cum 135.319 1273.46 172322.62 051,M-052 and
M-053
10-5 mm 17 per cent cum 60.538 1099.96 66588.83 M-024
M-020,M-021
5mm and below43 per cent cum 153.124 921.46 141097.11
and M-023
Filler @ 2 Percent of weight of Aggregates tonne 10.683 950.62 10155.05 M-190
Add 5 per cent for wastage 19508.18
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 348.980 97.50 34025.55
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 34025.55 10207.67
SMET @ 2% on Seigniorage Charges 2% 34025.55 680.51

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 34025.55 27220.44

or
Grading-II 13mm (Nominal size)
M-050 and M-
13.2-10 mm 21 per cent cum 74.781 1273.46 95230.71
051
10-5 mm 17 per cent cum 60.538 1099.96 66588.83 M-024
M-020,M-021
5 mm and Below 60 per cent cum 213.660 921.46 196878.73
and M-023
Filler 2 per cent tonne 10.683 950.62 10155.05 M-190
Add 5 per cent for wastage 18442.67
Any one of the above alternatives of aggregate i.e. 19mm or 13mm
nominal size may be adopted as per approved design.
Add seignorage charges of sand cum 0.000 40.50 0.00
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Add seignorage charges of Aggregate cum 348.979 97.50 34025.43
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 34025.43 10207.63
SMET @ 2% on Seigniorage Charges 2% 34025.43 680.51

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 34025.43 27220.34

for grading I Material

@ 12% on
d) Overhead charges 270467.26
(a+b+c)
@ 10% on
e) Contractor's profit 252436.11
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 2848931.36
Rate per cum = (a+b+c+d+e)/4900 581.41
581.00
for grading II Material
@ 12% on
d) Overhead charges 267782.16
(a+b+c)
@ 10% on
e) Contractor's profit 249930.02
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 2821364.11
Rate per cum = (a+b+c+d+e)/4900 575.79
576.00
Say 579.00
Filling Pot-holes and Patch Repairs with Bituminous concrete, beyond
50mm.

Removal of all failed material, trimming of completed excavation to

provide firm vertical faces, cleaning of surface, painting of tack coat on
the sides and base of excavation as per clause 503, back filling the pot
holes with hot bituminous material as per clause 504, compacting,
trimming and finishing the surface to form a smooth continuous
surface, all as per clause 3004.2

Unit = Sqm 367.5 Cum

Taking out put = 4900 sqm (368cum) 450 tonne
a) Labour
Mate Day 5.475 580.00 3175.50 L-12
Mazdoor Day 131.250 589.00 77306.25 L-15
Mazdoor skilled Day 5.625 545.00 3065.63 L-13
b) Machinery
Hot Mix Plant
(i) HMP 200 TPH hour x P&M-18001
(ii) HMP 160 TPH hour x P&M-18002
(iii) HMP 120 TPH hour 0.000 38683.00 0.00 P&M-18003
Mechanical broom (2.1m sweeping width) hour 2.734 440.00 1202.85 P&M-23001
Air compressor 250 cfm hour 2.734 1768.80 4835.46 P&M-15001
Electric generator
(i) 500 KVA hour 9286.47 P&M-22002
(ii) 400 KVA hour 7489.95 P&M-22003
(iii) 250 KVA hour 9.375 2279.00 21365.63 P&M-22004
Front end loader for feeding the plant
(i) 3.1 Cum Capacity hour 4954.40 0.00 P&M-5001
(ii) 2.1 Cum Capacity hour 2028.00 0.00 P&M-5002
(iii) 1 Cum Capacity hour 9.375 2087.02 19565.81 P&M-5003
Tipper
For Transportation
(i) 18 cum capacity t.km 8.70 P&M-72002
(ii) 14 cum capacity t.km 9.87 0.00 P&M-73002
(iii) 10 cum capacity t.km 450 x L 12.19 137137.50 P&M-74002
For loading & unloading time
(i) 18 cum capacity hour 3337.78 P&M-6001
(ii) 14 cum capacity hour 2959.76 P&M-6002
(iii) 10 cum capacity hour 9.375 2632.79 24682.41 P&M-6003

Smooth steel wheeled tandem roller for static and vibratory passaes hour 26.016 1758.00 45735.47 P&M-8001

c) Material
I) Bitumen tonne 44.794 50534.00 2263607.36 M-074A
ii) Bitumen emulsion for tack coat . tonne 2.213 43428.00 96084.45 M-077
iii) Aggregates
Grading I - 19mm(Nominal size)
 CHAPTER-1 ROAD MAINTENANCE
Ref. to
S.No MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

M-050,M-
20-10mm 38 per cent cum 202.978 1273.46 258483.93 051,M-052 and
M-053
10-5 mm 17 per cent cum 90.806 1099.96 99883.24 M-024
M-020,M-021
5mm and below43 per cent cum 229.686 921.46 211645.67
and M-023
Filler @ 2 Percent of weight of Aggregates tonne 16.024 950.62 15232.57 M-190
Add 5 per cent for wastage 29262.27
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 523.470 97.50 51038.33
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 51038.33 15311.50
SMET @ 2% on Seigniorage Charges 2% 51038.33 1020.77

Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 51038.33 40830.66

or
Grading-II 13mm (Nominal size)
M-050 and M-
13.2-10 mm 21 per cent cum 112.172 1273.46 142846.07
051
10-5 mm 17 per cent cum 90.806 1099.96 99883.24 M-024
M-020,M-021
5 mm and Below 60 per cent cum 320.490 921.46 295318.09
and M-023
Filler 2 per cent tonne 16.024 950.62 15232.57 M-190
Add 5 per cent for wastage 27664.00
Any one of the above alternatives of aggregate i.e. 19mm or 13mm
nominal size may be adopted as per approved design.
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 523.468 97.50 51038.14
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 51038.14 15311.44
SMET @ 2% on Seigniorage Charges 2% 51038.14 1020.76
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 51038.14 40830.51
for grading I Material
@ 12% on
d) Overhead charges 397472.64
(a+b+c)
@ 10% on
e) Contractor's profit 370974.46
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 4188920.34
Rate per cum = (a+b+c+d+e)/4900 854.88
855.00
for grading II Material
@ 12% on
d) Overhead charges 393444.99
(a+b+c)
@ 10% on
e) Contractor's profit 367215.33
(a+b+c+d)
Cost for 4900 cum = a+b+c+d+e 4147569.46
Rate per cum = (a+b+c+d+e)/4900 846.44
846.00
Rate per sqm (Average of Grade I & II) Say 851.00

1.35 805 1 Reflective Plate

Providing and fixing retro-reflective stickers (Engineering grade) of size
10cm X 5cm on MBCBs and other structures as per MoST Cl No. 801
and as per approval of Engineer in charge.
Unit = Each
Taking output= Each

a) Cost of approved type of reflective Plateof size 10cm X 5cm from ISI
each 1.000 10.000 10.00 Market rate
certified firm as per Technical specifications given in IRC - 79

d) Overhead charges @ 12% on (a+b+c) 1.20

e) Contractor's Profit @ 10% on (a+b+c+d) 1.12
Cost for Reflective Plate a+b+ c 12.32
Rate for Reflective Plate say 12.00
 CHAPTER-2 ROAD ROAD PROPERTY MANAGEMENT AND OTHER MAINTENANCE
Ref. to Sub
Sr No MoRTH sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
2.01 305 Construction of Subgrade
Construction of sub-grade and earthen shoulders with approved
(i) material obtained from borrow pits to meet requirement of table No.
300-2
Unit = cum
Taking output = 450 cum
a) Labour
Mate day 0.080 580.00 46.400 L-12
Mazdoor day 2.000 545.00 1090.000 L-13
b) Machinery
Hydraulic Excavator
(i) 0.9 cum bucket capacity hour 8.127 3571.00 29021.460 P&M-3005
Tipper
For Transportation
(i) 10 cum capacity t.km 450x1.75 x L2 10.03 39493.125 P&M-74001
For Loading & unloading time
(i) 10 cum capacity hour 8.127 149.94 1218.562 P&M-77003
Motor grader for grading
(i) Motor grader 3.30 metre blade hour 2.929 3962.00 11604.698 P&M-2003
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
spreading speed @ 2.5 km/hr )
(i) 6 KL capacity hour 3.249 769.00 2498.481 P&M-11003
Vibratory roller 12 tonne hour 2.184 3535.00 7722.087 P&M-7001
c) Material
Cost of water (considering 5% additional moisture required) KL 39.375 81.00 3189.375 M-191
Compensation for earth taken from private land cum 450.000 76.00 34200.000 M-093

Add seignorage charges of sand cum 0.000 40.50 0.00

Add seignorage charges of Aggregate cum 0.000 97.50 0.00
Add seignorage charges of Earth cum 450.000 30.00 13500.00
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 13500.00 4050.00
SMET @ 2% on Seigniorage Charges 2% 13500.00 270.00
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 0.00 0.00
d) Overhead charges 15610.103
e) Contractor's profit 14569.429
Cost for 450 cum = a+b+c+d+e 178083.721
Rate per cum = (a+b+c+d+e)/450 395.742
Say, 396.00

2.02 401 Granular Sub-Base with Graded Material (Table:- 400-1)

A Plant Mix Method

Construction of granular sub-base by providing close graded Material,

mixing in a mechanical mix plant at OMC, carriage of mixed Material to
work site, spreading in uniform layers with motor grader on prepared
surface and compacting with vibratory power roller to achieve the
desired density, complete as per clause 401

Unit = cum
Taking output = 400 cum
a) Labour
Mate day 0.080 580.00 46.40 L-12
Mazdoor skilled day 1.000 589.00 589.00 L-15
Mazdoor day 1.000 545.00 545.00 L-13
b) Machinery
Wet mix plant
(i) 250 tonne per hour hour P&M-17001
(ii) 200 tonne per hour hour P&M-17002
(iii) 100 tonne per hour hour 11.200 2028.00 22713.60 P&M-17003
Electric generator
(i) 125 KVA hour P&M-22005
(ii) 100 KVA hour P&M-22006
(iii) 62.5 KVA hour 11.200 1907.70 21366.24 P&M-22007
Front end loader
(i) 3.1 Cum Capacity hour 9.502 P&M-5001
(ii) 2.1 Cum Capacity hour 14.047 P&M-5002
(iii) 1 Cum Capacity hour 29.371 2087.02 61297.86 P&M-5003
Tipper
For transportation
(i) 18 cum capacity t.km P&M-72002
(ii) 14 cum capacity t.km P&M-73002
(iii) 10 cum capacity t.km 840*L1 10.03 210630.00 P&M-74001
For loading & unloading Time
(i) 18 cum capacity hour P&M-6001
(ii) 14 cum capacity hour P&M-6002
(iii) 10 cum capacity hour 11.200 2632.79 29487.25 P&M-6003
Motor grader
(i) Motor grader 4.30 metre blade hour P&M-2001
(ii) Motor grader 3.70 metre blade hour P&M-2002
(iii) Motor grader 3.35 metre blade hour 4.339 3962.00 17191.12 P&M-2003
Vibratory roller hour 2.589 3535.00 9152.10 P&M-7001
c) Material
Close graded Granular sub-base Material as per table 400-1
For Grading-I Material
53 mm to 26.5 mm @27.5 per cent cum 148.077 1105.79 163742.07 M-028
26.5 mm to 9.5 mm @ 22.5 per cent cum 121.154 1273.46 154284.77 M-026
9.5 mm to 4.75 mm @ 10% cum 53.846 1099.96 59228.45 M-024
4.75 mm below @ 40 per cent cum 215.350 923.46 198867.11 M-023
Cost of water KL 67.200 81.00 5443.20 M-191

Add seignorage charges of sand cum 0.000 40.50 0.00

Add seignorage charges of Aggregate cum 538.427 97.50 52496.63
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 52496.63 15748.99
SMET @ 2% on Seigniorage Charges 2% 52496.63 1049.93
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 52496.63 41997.31

4.1A (i) Rate per cum for grading-I Material

d) Overhead charges @ 12% on 114550.10
(a+b+c)

e) Contractor's profit @ 10% on 106913.43

(a+b+c+d)
Cost for hour cum = a+b+c+d+e 1287340.56
Rate per cum = (a+b+c+d+e)/400 3218.35
say 3218.00
2.03 601 Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared
sub-grade with coarse and fine aggregate conforming to IS: 383, the
size of coarse aggregate not exceeding 25 mm, aggregate cement ratio
not to exceed 15:1, aggregate gradation after blending to be as per
table 600-1, optimum moisture content to be determined during trial
length construction, concrete strength not to be less than 10 Mpa at 7
days, mixed in a batching plant, transported to site, laid with a paver
with electronic sensor, compacting with 8-10 tonnes vibratory roller,
finishing and curing.

Unit = cum
Taking output 450 cum
990 tonne
a) Labour
Mate day 0.360 580.00 208.80 L-12
Mazdoor skilled day 2.000 589.00 1178.00 L-15
Mazdoor day 7.000 545.00 3815.00 L-13
b) Machinery
Paver with electronic sensor
(i) Paver Finisher Concrete with 300 HP Motor hour P&M-30001
(ii) Paver Finisher Concrete with 241 HP Motor P&M-30002
(iii) Paver Finisher Concrete with 118 HP Motor 5.625 5229.11 29413.74 P&M-30003
Vibratory roller 8-10 t capacity hour 5.625 3535.00 19884.38 P&M-7001
Tipper
For Transportation
(i) 18 cum capacity t.km P&M-72002
(ii) 14 cum capacity t.km P&M-73002
(iii) 10 cum capacity t.km 990 x L1 10.03 248242.50 P&M-74001
For loading & unloading Time
(i) 18 cum capacity hour P&M-6001
(ii) 14 cum capacity hour P&M-6002
(iii) 10 cum capacity hour 10.625 2632.79 27973.39 P&M-6003
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr
and spreading speed @ 2.5 km/hr )
(i) 16 KL capacity hour P&M-11001
(ii) 12 KL capacity hour P&M-11002
(iii) 6 KL capacity hour 27.370 769.00 21047.53 P&M-11003

c) Material
Concrete from sub-analysis of concrete Rate
(i) Using Batching Plant 240 Cum Capacity cum Sub-Analysis of Concrete - 19.18 A
(ii) Using Batching Plant 240 Cum Capacity cum Sub-Analysis of Concrete - 19.18 A
(iii) Using Batching Plant 120 Cum Capacity cum 450.000 2964.28 1333926.09 Sub-Analysis of Concrete - 19.18 C
Cost of water (Curing) KL 217.350 81.00 17605.35 M-191

d) Overhead charges @ 12% on 204395.374

(a+b+c)
e) Contractor's profit @ 10% on 190769.016
(a+b+c+d)
Cost for 450 cum = a+b+c+d+e ###
Rate per cum = (a+b+c+d+e)/450 4663.243
4663.24
Note Quantity provided for aggregate is for estimating purpose. Exact
quantity shall be as per mix design.
2.04 602 Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete
pavement over a prepared sub base with 43 grade cement @ 310 kg
per cum, coarse and fine aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding 25 mm, mixed in a batching
and mixing plant as per approved mix design, transported to site, laid
with a fixed form or slip form paver, spread, compacted and finished in
a continuous operation including provision of contraction, expansion,
construction and longitudinal joints, joint filler, separation membrane,
sealant primer, joint sealant, debonding strip, dowel bar, tie rod,
admixtures as approved, curing compound, finishing to lines and
grades as per drawing

Unit = cum
Taking output = 900 cum
a) Labour
Mate day 0.440 580.00 255.20 L-12
Mazdoor skilled day 5.000 589.00 2945.00 L-15
Mazdoor day 6.000 545.00 3270.00 L-13
b) Machinery
Mechanical broom @ 1250 sqm per hour hour 0.893 440.00 392.86 P&M-23001
Air compressor 250 cfm hour 0.893 1768.80 1579.29 P&M-15001
Paver with electronic sensor
(i) Paver Finisher Concrete with 300 HP Motor hour P&M-30001
(ii) Paver Finisher Concrete with 241 HP Motor P&M-30002
(iii) Paver Finisher Concrete with 118 HP Motor 11.250 5229.11 58827.49 P&M-30003
Transit truck agitator
For Transportation Transit truck agitator 6 cum capacity t.km 2070 x L1 15.18 785565.00 P&M-76001
For unloding time hour 11.250 2731.00 30723.75 P&M-34001
Concrete joint cutting machine hour 101.587 591.95 60134.60 P&M-42001
Texturing machine
Texturing machine (TCM) - upto 18 m hour P&M-31001
Texturing machine (TCM) - upto 18 m P&M-31001
Texturing machine (TCM) - upto 9 m 11.250 4407.43 49583.59 P&M-31002
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr
and spreading speed @ 2.5 km/hr )
(i) 16 KL capacity hour P&M-11001
(ii) 12 KL capacity hour P&M-11002
(iii) 6 KL capacity hour 59.500 769.00 45755.50 P&M-11003
c) Material
Concrete from sub-analysis of concrete Rate
Sub-Analysis of
(i) Using Batching Plant 240 Cum Capacity cum Concrete - 19.19
A
Sub-Analysis of
(ii) Using Batching Plant 240 Cum Capacity cum Concrete - 19.19
A
Sub-Analysis of
(iii) Using Batching Plant 120 Cum Capacity cum 900.000 4463.90 4017512.76 Concrete - 19.19
C
36 mm mild steel dowel bars of grade S 240 tonne 9.170 60000.00 550200.00 M-125
12 mm deformed steel tie bars of grade S 415 tonne 1.051 60000.00 63060.00 M-083
Separation Membrane of impermeable plastic sheeting 125 micron sqm 3150.000 M-165
thick (including 5% Overlap) 19.00 59850.00
Joint sealant kg 609.524 128.00 78019.05 M-119
Sealant primer kg 100.003 92.00 9200.26 M-097
Plastic sheath,1.25 mm thick for dowel bars sqm 155.735 57.00 8876.90 M-137
Curing compound Liter 600.000 150.00 90000.00 M-091
Cost of water (Curing) KL 472.500 81.00 38272.50 M-191
Add 1 per cent of material for cost of miscellaneous materials like
tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and
cradle for dowel bars, work bridges for men to approach concrete
surface without walking over it, cutting blades and bites, minor
equipments like scabbling machine, threads, ropes, guide wires and 59540.24
any other unforeseen items.

@ 12% on 721627.677
d) Overhead charges (a+b+c)
@ 10% on 673493.645
e) Contractor's profit (a+b+c+d)
Cost for 900 cum = a+b+c+d+e ###
Rate per cum = (a+b+c+d+e)/900 8231.589
8231.59

2.05 406 3.03 Wet Mix Macadam (Plant Mix Method)

Providing, laying, spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the Material with
water at OMC in mechanical mix plant carriage of mixed Material by
tipper to site, laying in uniform layers with paver in sub- base / base
course on well prepared surface and compacting with vibratory roller
to achieve the desired density.

Laying Using Mechanical Paver

Unit = cum
Taking output = 225 cum
a) Labour
Mate day 0.160 580.00 92.800 L-12
Mazdoor skilled day 1.000 589.00 589.000 L-15
Mazdoor day 3.000 545.00 1635.000 L-13
b) Machinery
Wet mix plant
(i) 100 tonne per hour hour 6.600 2028.00 13384.800 P&M-17003
Electric generator
(i) 62.5 KVA hour 6.600 1907.70 12590.820 P&M-22007
Front end loader for loading to Tipper
(i) 1.0 Cum Capacity hour 6.600 2028.00 13384.800 P&M-5002
Tipper
For Transportation
(i) 10 cum capacity t.km 495 x L2 10.03 124121.250 P&M-74001
For loading & unloading time hour
(i) 10 cum capacity hour 9.900 2632.79 26064.621 P&M-6003
Mechanical Paver finisher hour 3.300 2771.00 9144.300 P&M-28001
Vibratory roller hour 2.640 3535.00 9332.400 P&M-7001
c) Material
Close graded Granular sub-base Material as per table 400-1
For Grading-I Material
45 mm to 22.4 mm@ 30 per cent cum 95.192 1256.79 119636.740 M-033
22.4 mm to 2.36 mm @ 40 per cent cum 126.923 1145.06 145334.538 M-030
2.36 mm to 75 micron@ 30 per cent cum 95.192 921.96 87763.500 M-029
Cost of water KL 59.400 81.00 4811.400 M-191

Add seignorage charges of sand cum 0.000 40.50 0.00

Add seignorage charges of Aggregate cum 317.308 97.50 30937.50
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 30937.50 9281.25
SMET @ 2% on Seigniorage Charges 2% 30937.50 618.75
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 30937.50 24750.00

Rate per cum

d) Overhead charges @ 12% on 68146.316
(a+b+c)

e) Contractor's profit @ 10% on 63603.229

(a+b+c+d)
Cost for 225 cum = a+b+c+d+e 765223.015
Rate per cum = (a+b+c+d+e)/225 3400.991
say 3401.00

2.06 507 Dense Graded Bituminous Macadam

(i) Dense Graded Bituminous Macadam Grading 1

Providing and laying dense graded bituminous macadam with higher

capacity batch type HMP using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0 per cent by weight of
total mix and filler, transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MoRTH
specification clause No. 505 complete in all respects.

Unit = cum
Taking output = 195 cum
a) Labour
Mate day 0.440 580.00 255.200 L-12
Mazdoor day 6.000 545.00 3270.000 L-13
Mazdoor skilled day 5.000 589.00 2945.000 L-15
b) Machinery
Hot Mix Plant
(i) HMP 120 TPH hour 5.005 38683.00 193608.415 P&M-18003
Mechanical broom (2.1m sweeping width) hour 0.663 440.00 291.720 P&M-23001
Air compressor 250 cfm hour 0.663 1768.80 1173.184 P&M-15001
Paver finisher hydrostatic with sensor control compatable with the
hot mix plant
(i) Paver (174HP) hour 5.005 8473.29 42408.816 P&M-29002
Electric generator
(i) 250 KVA hour 5.005 2279.00 11406.395 P&M-22004
Front end loader for feeding the plant
(i) 1 Cum Capacity hour 15.725 2087.02 32818.390 P&M-5003
Tipper
For Transportation
(i) 10 cum capacity t.km 450.45 x L1 10.03 112950.338 P&M-74001
Tipper for loading & unloading time
(i) 10 cum capacity hour 10.010 2632.79 19092.103 P&M-6003
Smooth steel wheeled tandem roller for static and vibratory passaes hour 9.663 1758.00 16679.619 P&M-8001
c) Material
i) Bitumen@ 4 per cent of mix tonne 18.018 50534.00 805887.482 M-074A
weight of mix = 205 x 2.2 = 451 tonne
ii) Aggregate
Total weight of mix = ### tonnes
Weight of bitumen = 18.02 tonnes
Weight of aggregate = ### tonnes
Taking density of aggregate = 1.5 ton/cum
Grading - I40 mm (Nominal Size)
37.5 - 25 mm 22 per cent cum 63.423 1221.96 100716.296 M-048
25 - 10 mm 13 per cent cum 37.477 1273.46 58052.555 M-045
10 -4.75 mm 19 per cent cum 54.775 1099.96 69454.345 M-039
4.75 mm and below 44 per cent cum 126.847 921.96 112893.581 M-029
Filler @ 2 per cent of weight of aggregates. cum 8.649 5400.00 39576.177 M-081
* Any one of the alternative may be adopted as per approved design
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 282.522 97.50 27545.92
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 27545.92 8263.78
SMET @ 2% on Seigniorage Charges 2% 27545.92 550.92
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 27545.92 22036.73
Grading - I40 mm (Nominal Size)
d) Overhead charges @ 12% on 194817.554
(a+b+c)

e) Contractor's profit @ 10% on 181829.717

(a+b+c+d)
Cost for 195 cum = a+b+c+d+e ###
Rate per cum = (a+b+c+d+e)/195 10556.535
say 10557.00

2.07 509 (ii) Bituminous Concrete Grading 2

Providing and laying bituminous concrete with higher capacity batch

type hot mix plant using crushed aggregates of specified grading,
premixed with bituminous binder @ 5.2 per cent of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic paver
finisher with sensor control to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem rollers to achieve
the desired compaction as per MORTH specification clause No. 507
complete in all respects

Unit = cum
Taking output = 191 cum
a) Labour
Mate day 0.440 580.00 255.200 L-12
Mazdoor day 6.000 545.00 3270.000 L-13
Mazdoor skilled day 5.000 589.00 2945.000 L-15
b) Machinery
Hot Mix Plant
(i) HMP 120 TPH hour 5.008 38683.00 193724.464 P&M-18003
Mechanical broom (2.1m sweeping width) hour 1.624 440.00 714.560 P&M-23001
Air compressor 250 cfm hour 1.624 1768.80 2872.531 P&M-15001
Paver finisher hydrostatic with sensor control compatable with the
hot mix plant
(i) Paver (174HP) hour 5.008 8473.29 42434.236 P&M-29002
Electric generator
(i) 250 KVA hour 5.008 2279.00 11413.232 P&M-22004
Front end loader for feeding the plant
(i) 1.0 Cum Capacity hour 15.553 2087.02 32459.422 P&M-5003
Tipper
For Transportation
(i) 10 cum capacity t.km 450.76 x L1 10.03 113028.070 P&M-74001
Tipper for loading & unloading time
(i) 10 cum capacity hour 10.017 2632.79 26372.657 P&M-6003
Smooth steel wheeled tandem roller for static and vibratory passaes hour 16.902 1758.00 29713.716 P&M-8001
Pneumatic Tyre roller hour 4.007 1581.00 6335.067 P&M-10001
c) Material
i) Bitumen@ 5.2 per cent of mix tonne 23.440 50534.00 ### M-074A
ii) Aggregate
Total weight of mix = ### tonnes
Weight of bitumen = 23.44 tonnes
Weight of aggregate = ### tonnes
Taking density of aggregate = 1.5 ton/cum
Grading - II-13 mm (Nominal Size)
13.2 - 10 mm 21 per cent cum 59.825 1225.46 73312.982 M-043
10 - 5 mm 17 per cent cum 48.430 1099.96 53270.683 M-039
5 mm and below 60 per cent cum 170.928 921.96 157588.956 M-029
Filler @ 2 per cent of weight of aggregates. cum 8.546 5400.00 46150.612 M-081
* Any one of the alternative may be adopted as per approved design
Add seignorage charges of sand cum 0.000 40.50 0.00
Add seignorage charges of Aggregate cum 279.183 97.50 27220.31
 CHAPTER-2 ROAD ROAD PROPERTY MANAGEMENT AND OTHER MAINTENANCE
Ref. to Sub
Sr No MoRTH sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 27220.31 8166.09
SMET @ 2% on Seigniorage Charges 2% 27220.31 544.41
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 27220.31 21776.25
* Grading - I-19 mm (Nominal Size)
d) Overhead charges @ 12% on 237642.491
(a+b+c)

e) Contractor's profit @ 10% on 221799.658

(a+b+c+d)
Cost for 191 cum = a+b+c+d+e 13075.934
503 Rate per cum = (a+b+c+d+e)/191 13075.934
Say, 13076.00
Unit = sqm
Taking output = 3500 sqm
a) Labour
Mate day 0.08 550.00 44.00 L-12
Mazdoor day 2.00 520.00 1040.00 L-13
b) Machinery
Mechanical broom @ 1250 sqm per hour hour 2.80 440.00 1232.00 P&M-031
Air compressor 250 cfm hour 2.80 668.60 1872.08 P&M-001
Emulsion pressure distributor @ 1750 sqm per hour hour 2.00 1059.00 2118.00 P&M-016
c) Material
Bitumen emulsion @ 0.25 kg per sqm :: tonne 0.88 43428.00 37999.50 M-077
d) Overhead charges @ 5 % on (a+b+c) 2215.28
e) Contractor's profit @ 10 % on (a+b+c+d) 4652.09
Cost for 3500 sqm = a+b+c+d+e 51172.94
Rate per sqm = (a+b+c+d+e)/3500 14.62
say 15.00
Total tack coat per cum 0 25.00 0.00
Total rate per cum including tack coat 13075.93
say 13076.00
2.06 502 4.01 Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade bitumen emulsion
on prepared surface of granular Base including clearing of road
surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using
mechanical means.
Unit = sqm
Taking output = 7000 sqm
a) Labour
Mate day 0.080 580.00 46.400 L-12
Mazdoor day 2.000 545.00 1090.000 L-13
b) Machinery
Mechanical broom (2.1m sweeping width) hour 2.083 440.00 916.667 P&M-23001
Air compressor 250 cfm hour 2.083 1768.80 3685.000 P&M-15001
Bitumen pressure distributor (Spraying width 4.5 m) hour 1.944 1846.00 3589.444 P&M-24001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
spreading speed @ 2.5 km/hr )
(i) 16 KL capacity hour 1.123 1750.33 1965.475 P&M-11001
c) Material
SS1 grade Bitumen emulsion @ 0.7 kg per sqm tonne 4.900 45897.00 224895.300 M-073
Cost of water KL 10.500 81.00 850.500 M-191
d) Overhead charges @ 12% on 28444.654
(a+b+c)

e) Contractor's profit @ 10% on 26548.344

(a+b+c+d)
Cost for 7000 Sqm = a+b+c+d+e 41.719
Rate per Sqm = (a+b+c+d+e)/7000 36.976
Say, 36.98
say 37.00
2.07 503 (i) Tack Coat on Bituminous surfaces

Providing and applying tack coat with bitumen emulsion using

emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm
on the prepared bituminous surface cleaned with mechanical broom.

Unit = sqm
Taking output = 7000 sqm
a) Labour
Mate day 0.080 580.00 46.400 L-12
Mazdoor day 2.000 545.00 1090.000 L-13
b) Machinery
Mechanical broom (2.1m sweeping width) hour 2.083 440.00 916.667 P&M-23001
Air compressor 250 cfm hour 2.083 1768.80 3685.000 P&M-15001
Bitumen pressure distributor (Spraying width 4.5 m) hour 1.944 1846.00 3589.444 P&M-24001
c) Material
Bitumen emulsion @ 0.2 kg per sqm tonne 1.400 43428.00 60799.200 M-077
d) Overhead charges @ 12% on 8415.205
(a+b+c)

e) Contractor's profit @ 10% on 7854.192

(a+b+c+d)
Cost for 7000 Sqm = a+b+c+d+e 86396.108
Rate per Sqm = (a+b+c+d+e)/7000 12.342
say 12.00
2.08 5.14 Fog Spray
Providing and applying low viscosity bitumen emulsion for sealing
cracks less than 3 mm wide or incipient fretting or disintegration in an
existing bituminous surfacing.
Unit = sqm
Taking output = 10500
(i) a) Labour
Mate day 0.120 580.00 69.60 L-12
Mazdoor day 3.000 545.00 1635.00 L-13
b) Machinery
Mechanical broom @ 1250 sqm per hour hour 3.125 440.00 1375.00 P&M-23001
Air compressor 250 cfm hour 3.125 1768.80 5527.50 P&M-15001
Bitumen pressure distributor (Spraying width 4.5 m) tonne 2.917 1846.00 5384.17 P&M-24001
c) Material
Bitumen emulsion @ 0.75 kg per sqm tonne 7.880 45897.00 361668.36 M-073
d) Overhead charges @ 12% on 45,079.16
(a+b+c)

e) Contractor's profit @ 10% on 42,073.88

(a+b+c+d)
Cost for Sqm = a+b+c+d+e 462812.66
Rate per Sqm = (a+b+c+d+e)/ 44.00
say 44.00
2.08 5.17 b) Crack Prevention Courses
(i) Stress absorbing membrane (SAM) crack width less than 6 mm

Providing and laying of a stress absorbing membrane over a cracked

road surface, with crack width below 6 mm after cleaning with a
mechanical broom, using modified binder complying with IRC:SP: 53,
sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed
stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader,
sweeping the surface for uniform spread of aggregates and surface
finished to conform to clause 902.

Unit = sqm
Taking output = 10500 sqm
a) Labour
Mate day 0.160 580.00 92.80 L-12
Mazdoor day 4.000 545.00 2180.00 L-13
b) Machinery
Mechanical broom (2.1m sweeping width) hour 3.125 440.00 1375.00 P&M-23001
Air compressor 250 cfm hour 3.125 1768.80 5527.50 P&M-15001
Bitumen pressure distributor (Spraying width 4.5 m) hour 2.917 1846.00 5384.17 P&M-24001
Hydraulic Chip spreader hour 5.397 3163.00 17070.06 P&M-32001
Smooth wheeled road roller 8-10 tonne hour 5.397 1758.00 9487.56 P&M-8001
c) Material
Modified binder tonne 9.450 50534.00 477546.30 M-074A
Crushed stone aggregates 5.6 mm size cum 105.000 1024.46 107567.99 M-049
d) Overhead charges @ 12% on 75,147.77
(a+b+c)

e) Contractor's profit @ 10% on 70,137.91

(a+b+c+d)
Cost for 10500 Sqm = a+b+c+d+e 771517.06
Rate per Sqm = (a+b+c+d+e)/10500 73.00
say 73.00
2.11 3005.1 10.9 Repair of Joint Grooves with Epoxy Mortar
Repair of spalled joint grooves of contraction joints, longitudinal joints
and expansion joints in concrete pavements using epoxy mortar or
epoxy concrete
Unit = running metre
Taking output = 10 metres
a) Labour
Mate day 0.040 580.00 23.20 L-12
Mazdoor day 0.500 545.00 272.50 L-13
Chiseller day 0.500 580.00 290.00 L-05
b) Material
Epoxy primer kg 2.500 92.00 230.00 M-097
Epoxy compound with accessories for preparing epoxy mortar
kg 10.000 362.00 3,620.00 M-095
c) Machinery
Air compressor 250 cfm for cleaning hour 0.050 1768.80 88.44 P&M-15001
d) Overhead charges @ 12% on
(a+b+c) 542.90
e) Contractor's profit @ 10% on
(a+b+c+d) 506.70
Cost for 10 metres = a+b+c+d+e 5,573.74
Rate per metre = (a+b+c+d+e)/10 557.37
Say 557.00
2.12 3005.2 10.10 Repair of old Joints Sealant
Removal of existing sealant and re sealing of contraction, longitudinal
or expansion joints in concrete pavement with fresh sealant material

Unit = running metre

Taking output = 10 metres
a) Labour
Mate day 0.020 580.00 11.60 L-12
Mazdoor day 0.500 545.00 272.50 L-13
b) Material
Primer kg 0.250 181.00 45.25 M-145
Sealant kg 1.000 128.00 128.00 M-119
c) Machinery
Air compressor 250 cfm for cleaning hour 0.050 1768.80 88.44 P&M-15001
d) Overhead charges @ 12% on 65.49
(a+b+c)
e) Contractor's profit @ 10% on 61.13
(a+b+c+d)
Cost for 10 metres = a+b+c+d+e 672.41
Rate per metre = (a+b+c+d+e)/10 67.24
Say 67.00

17.7 2803 Sealing of crack / porous concrete with Epoxy Grout by injection
through nipples complete as per clause 2803.1.
Unit = kg
Taking output = 1 kg
a) Material
Epoxy including 10 per cent wastage kg 1.100 362.00 398.20 M-095
b) Labour
Mate day 0.008 580.00 4.64 L-12
Mazdoor (Skilled) day 0.100 589.00 58.90 L-15
Mazdoor day 0.100 545.00 54.50 L-13
c) Machinery
Epoxy Injection gun hour 0.100 440.01 44.00 P&M-68001
d) Overhead charges @ 12% on
(a+b+c) 67.23
e) Contractor's profit @ 10% on
(a+b+c+d) 62.75
Rate per kg = (a+b+c+d+e) 690.22
Say 690.00
Rate per Sqm (i.e 1kg /sqm) Say 690.00

17.8 2804 Applying epoxy mortar over leached, honey combed and spalled
concrete surface and exposed steel reinforcement complete as per
Technical Specification
Unit = sqm
Taking output = 10 sqm
Assume average 10mm thickness of epoxy mortar
a) Material
Epoxy resin-hardener mix for prime coat kg 2.500 347.00 867.50 M-098
Epoxy mortar kg 2.200 120.00 264.00 M-096
Epoxy resin -hardener mix for seal coat. kg 2.000 347.00 694.00 M-098
Add 3 per cent cost of material for other consumables like
acetone etc and to cover wastage. 54.77
b) Labour
Mate day 0.040 580.00 23.20 L-12
Mazdoor (Skilled) day 0.500 589.00 294.50 L-15
Mazdoor day 0.500 545.00 272.50 L-13
c) Overhead charges @ 12% on
(a+b) 296.46
d) Contractor's profit @ 10% on
(a+b+c) 276.69
Cost for 10 sqm = a+b+c+d 3043.61
Rate per sqm = (a+b+c+d)/10 304.36
Say 304.00

Providing repair to stone pitching/apron over/with the filter

media/drainage layer at scattered locations over the slopes of guide
2.24 2504 bunds, river training works, and road embankments as per
requirement at site and as per Technical Specifications clause no. 2504
complete in all respects as directed by Engineer-in-charge including
procurement of material etc.

a) Using boulders available at site.

Unit = cum
Taking output = 1 cum
a) Labour
Mate day 0.04 580.00 23.20 L-12
Mason day 0.35 580.00 203.00 L-10
Mazdoor day 0.75 545.00 408.75 L-13
634.95
d) Overhead charges @ 12% on (a+b+c) 76.19
e) Contractor's Profit @ 10% on (a+b+c+d) 71.11
Total per Cum 782.26
Rate Per Sqm., 234.91
235.00

Providing & laying 300 mm thick stone pitching covering the slopes of
2.10 2504 guide bunds/road embankments or other location over a layer of 200
mm granular material filter conforming to MOST Specification Clause
No. 2504 complete in all respect as directed by the Engineer-in-charge.

a) Using boulders available at site.

Unit = cum
Taking output = 1 cum
a) Material
Stone weighing not less than 40kg cum 1.00 384.12 384.12 M-003
Stone spalls of minimum 25 mm size cum 0.20 170.49 34.10 M-008
b) Labour
Mate day 0.04 550.00 22.00 L-12
Mason day 0.35 580.00 203.00 L-11
Mazdoor day 0.75 520.00 390.00 L-13

Add seignorage charges of sand cum 0.000 40.50 0.00

Add seignorage charges of Aggregate cum 1.200 97.50 117.00
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 117.00 35.10
SMET @ 2% on Seigniorage Charges 2% 117.00 2.34
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 117.00 93.60

d) Overhead charges @ 12% on (a+b+c) 82.66

e) Contractor's Profit @ 10% on (a+b+c+d) 111.59
Total per Cum 1475.50
Say 1476.00
Rate Per Sqm., say 443.09
443.00
2.25 202 2.14 Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately
Unit = cum
Taking output = 20 cum
II By Mechanical Means
A Bituminous course
a) Labour
Mate day 0.033 580.00 19.14 L-12
Mazdoor day 0.833 545.00 453.98 L-13
b) Machinery
Hydraulic Excavator 0.9cum capacity hour 3.333 3571.00 11902.14 P&M-3005
Tipper for transportation 10cum Capacity t/km 46.000 10.03 461.38 P&M-74001
c) Overhead charges @ 12% on (a+b) 641.83
d) Contractor's Profit @ 10% on (a+b+c) 1347.85
Rate per cum = a+b+c+d/20 741.32
say 741.00

B Granular Course
a) Labour
Mate day 0.046 580.00 26.83 L-12
Mazdoor day 1.156 545.00 630.17 L-13
b) Machinery
Hydraulic Excavator 0.9cum capacity hour 4.625 3571.00 16516.28 P&M-3005
Tipper for transportation 10cum Capacity t/km 575.000 10.03 5767.25 P&M-74001
c) Overhead charges @ 12% on (a+b) 1147.03
d) Contractor's Profit @ 10% on (a+b+c) 2408.76
Rate per cum = a+b+c+d/20 1324.82
say 1325.00

202 2.60 Dismantling of Cement Concrete Pavement

Dismantling of cement concrete pavement by mechanical means using
pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume
and stock piling at designated locations and disposal of dismantled
materials up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately

Unit = cum
Taking output = 60.00 cum
a) Labour
Mate day 0.120 580.00 69.60 L-12
Mazdoor day 3.000 545.00 1635.00 L-13
b) Machinery
Hydraulic Excavator
 CHAPTER-2 ROAD ROAD PROPERTY MANAGEMENT AND OTHER MAINTENANCE
Ref. to Sub
Sr No MoRTH sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
(i) 1.2 cum bucket capacity hour P&M-3003
(ii) 1.1 cum bucket capacity hour P&M-3004
(iii) 0.9 cum bucket capacity hour 9.121 3571.00 32571.59 P&M-3005
Jack Hammer hour 12.162 495.90 6030.90 P&M-4001
Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1
cum per hour hour 2.880 1768.80 5094.14 P&M-15001
Pneumatic breaker hour 5.760 495.90 2856.38 P&M-45001
Concrete Joint Cutting Machine hour 8.000 591.95 4735.60 P&M-42001
Tipper
For transportation to dumping yard considering lead @ 1km
(i) 18 cum capacity t.km P&M-72002
(ii) 14 cum capacity t.km P&M-73002
(iii) 10 cum capacity t.km 180.000 10.03 1805.40 P&M-74001
For Loading & unloading charges for disposed of grabbed material

(i) Using by 18 cum capacity Tipper & 3.1 Cum capacity Loader cum P&M-77001

(ii) Using by 14 cum capacity Tipper & 2.1 Cum capacity Loader cum P&M-77002

(iii) Using by 10 cum capacity Tipper & 1 Cum capacity Loader cum 72.000 89.24 6425.28 P&M-77002
c) Overhead charges @ 12% on
(a+b) 7346.868
d) Contractor's profit @ 10% on
(a+b+c) 6857.076
Cost for 60 cum = a+b+c+d 75427.841
Rate per cum = (a+b+c+d)/ 60 1257.131
Say 1257.10

Supplying and fixing of cement concrete precast slab M20 grade

2.26 1700 excluding the cost of HYSD reinforcement complete as per drawing
and technical specification section 1700.
b) ii RCC Grade M20
Case I Using batching plant with Manual placing
Unit = 1 cum
Taking output = 15 cum
a) Material
RCC Grade M20 Using Batching Plant cum 15.00 4040.09 60601.35 Sub analysis
b) Labour for Pouring
Mate day 0.42 580.00 243.60 L-12
Mason day 1.50 589.00 883.50 L-11
Mazdoor day 9.00 545.00 4905.00 L-13
c) Machinery
Transit Truck for Transportation hour 37.5 X L1 15.18 32447.25 P&M-76001
For Unloading hour 0.83 2731.00 2274.92 P&M-34001
Water Tanker 6 KL hour 1.02 769.00 785.15 P&M-11003
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum 101355.62
Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 6,758.0
d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and 4085.63
machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on (a+b+c+d) 12747.17
f) Contractor's Profit @ 10% on (a+b+c+d+e) 11897.36
Cost for 15 cum = a+b+c+d+e+f 134539.42
Rate per cum (a+b+c+d+e+f)/15 8969.29
say 8969.00
Nedle Vibrator is an item of minor T & P which is already included in
Note overhead charges. Hence not added in rate analysis of cement
concrete works.

2.27 803 Provision of Speed Breakers on Cross roads/Approach roads available

in the reach as per IRC 99
Unit = Rmt
Unit = sqm
Sqm 1 1207.58 1207.58
Rs 1207.58
Speed Breaker

Unit = sqm
Taking output = 100 sqm (including gaps)
The rate per sqm of premix carpet and road marking may be adopted
from chapter 5 & 8 respectively for the quantities calculated from
approved drawings

2.28 304 Excavation for Structures

Earth work in excavation 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

I Ordinary soil
Unit = cum
Taking output = 330 Cum
B Mechanical Means
(i) Depth upto 3 m
a) Labour
Mate day 0.32 580.00 185.60 L-12
Mazdoor day 8.00 545.00 4360.00 L-13
b) Machinery
Hydraulic excavator 1.0 cum bucket capacity hr 7.45 3571.00 26603.95 P&M-3005
For backfilling (considering 60% of the excavated material)
(iii) 0.9 cum bucket capacity hr 4.47 3571.00 15962.37 P&M-3005
Tipper For transportation 10 Cum t-km 198.00 10.03 1985.94 P&M-74001
e) Overhead charges @ 12% on (a+b+c+d) 5891.74
f) Contractor's Profit @ 10% on (a+b+c+d+e) 5498.96
Cost for 10 cum = a+b+c 60488.56
Rate per cum = (a+b+c)/330 183.30
say 183.00
1. Cost of dewatering may be added where required upto, 10 per cent
Note of labour cost Assessment for dewatering shall be made as per site
conditions.

2.The excavated earth can be used partially for backfilling of

foundation pit and partly for road work except for marshy soil. Hence
cost of disposal has not been added except for marshy soil. This
remark is common to all cases of item 12.1 excluding mars

3.The cost of shoring and shuttering, where needed, may be added @

1 per cent on cost of excavation for open foundation.

2.20 Excavation in Hard Rock (blasting prohibited)

Excavation for roadway in hard rock (blasting prohibited) with rock

breakers including breaking rock, loading in tippers and disposal within
all lifts and lead upto 1000 metres, trimming bottom and side slopes in
accordance with requirements of lines, grades and cross sections.

B Mechanised
Unit = cum
Taking output = 35 cum
a) Labour
Mate day 0.08 580.00 46.40 L-12
Mazdoor for trimming slopes including mannul loading in truck day 2.00 545.00 1090.00 L-13
b) Machinery
Hydraulic excavator with 0.9 cum hour 7.467 3571.00 26664.66 P&M-3005
Jack Hammer hour 7.467 495.90 3702.89 P&M-4001
For Loading with 0.9 cum hour 0.983 3571.00 3510.29 P&M-3005
Tipper 10 cum capacity, 1 trip per hour. t-km 52.50 12.19 639.98 P&M-74002
For Loading and unloading hour 0.98 2632.79 2588.03 P&M-6003
Credit for excavated rock found suitable for use @ 50 per cent of cum 18.00 -234.00 (4212.00) M-090
excavated quantity
e) Overhead charges @ 12% on (a+b+c+d) 4083.63
f) Contractor's Profit @ 10% on (a+b+c+d+e) 3811.39
Cost for 36 cum = a+b+c+d 41925.26
Rate per cum = (a+b+c+d)/36 1164.59
say 1165.00

Vibrator is a part of minor T & P which is already included in overhead

Note charges of the contractor.
2.29 2607 Strip Seal Expansion Joint

Providing and laying of a strip seal expansion joint catering to

maximum horizontal movement upto 70 mm, complete as per
approved drawings and standard specifications to be installed by the
manufacturer/supplier or their authorised representative ensuring
compliance to the manufacturer's instructions for installation.

Unit = Running meter

Taking output = 12 m
a) Labour
Mate day 0.05 580.00 29.00 L-12
Mazdoor day 1.00 545.00 545.00 L-13
Mazdoor (Skilled) day 0.25 589.00 147.25 L-15
b) Material

Supply of complete assembly of strip seal expansion joint comprising

of edge beams, anchorage, strip seal element and complete metre 12.00 4200.00 50400.00 M-180
accessories as per approved specifications and drawings.

Add 5 per cent of cost of material for anchorage reinforcement, 2556.06

welding and other incidentals.
e) Overhead charges @ 12% on (a+b+c+d) 6441.28
f) Contractor's Profit @ 10% on (a+b+c+d+e) 6011.86
Cost for 12 m = (a+b+c+d) 66130.45
Rate per m = (a+b+c+d)/12 5510.87
say 5511

17.17 Replacement of Expansion Joints complete as per drawings

Unit -1 RM
Taking output = 12 RM
a) Material
Epoxy for bonding new concrete to old concrete @ 0.8 kg/sqm kg 9.60 362.00 3475.20 M-095
M-30 grade cement concrete excluding OH & CP cum 3.60 6223.00 22402.80 Item No. -12.8 G
b) Labour
Removal of old expansion joint including breaking of concrete, cutting
of lugs and shifting of broken material etc.
Mate day 0.26 580.00 150.80 L-12
Mazdoor day 6.00 545.00 3270.00 L-13
Mazdoor (Skilled) day 0.50 589.00 294.50 L-15
e) Overhead charges @ 12% on (a+b+c+d) 3551.20
f) Contractor's Profit @ 10% on (a+b+c+d+e) 3314.45
Cost for replacement of 12 RM = a+b+c+d 36458.95
Rate per RM = (a+b+c+d)/12 3038.25
Say 3038.00

Removal + New Expanstion Joint Rmt Say 8549

2.31 803 Painting on Steel Surfaces

Providing and applying two coats of ready mix paint of approved brand
on steel surface after through cleaning of surface to give an even
shade
Unit = sqm
Taking output = 10 sqm
a) Labour
Mate day 0.028 580.00 16.24 L-12
Painter day 0.450 616.00 277.20 L-18
Mazdoor day 0.250 545.00 136.25 L-13
b) Material
Paint ready mixed approved brand. Litre 1.250 240.00 300.00 M-130
Add @ 1 per cent on cost of material for scaffolding 3.00
Add @ 5 per cent cost of labour and materials to prepare the surface
by filling minuts roughness on the surface and priming the surface 0.00
before laying 2 coats of painting.
e) Overhead charges @ 12% on (a+b+c+d) 73.269 87.92
f) Contractor's Profit @ 10% on (a+b+c+d+e) 82.06
Cost for 10 sqm = a+b+c+d 902.67
Rate per sqm= (a+b+c+d)/10 90.27
say 90.00

Replacement of stolen/missing retro-reflectorised traffic sign boards

by providing and fixing new retro-reflectorised cautionary, mandatory
and informatory sign as per ASTM D 4956-09 made of High intensity
grade Microprismatic sheeting Class-C Type-XI, fixed over aluminium
2.32 801 sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising
of 40mm X 40 mm X 4mm. This frame is further welded to MS Angle
75mm X 75mm X 6 mm size, 3.5 meter high vertical post complete as
per drawing. This vertical post shall be embeded in M15 grade cement
concrete in a pit of size 450mm X 450mm X 600 mm, 600 mm below
ground level complete in all respect as per direction of the Engineer.

801 Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary, mandatory and

informatory sign as per IRC :67 made of high intensity grade sheeting
vide clause 801.3, fixed over aluminium sheeting, 2 mm thick
supported on a mild steel angle iron post 75mmx75mmx6mm firmly
fixed to the ground by means of properly designed foundation with
M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below
ground level as per Technical specifications and as directed by the
Engineer.

Unit = Each
Taking output = one traffic sign
i) Excavation for foundation cum 0.216 560.00 120.96 From RA -2
ii) Cement concrete M15 grade cum 0.120 6571.00 788.52 From RA -2
iii) Painting angle iron post two coats sqm 0.619 73.27 45.37 Rate arrived
below
a) Labour (For fixing at site)
Mate day 0.010 580.00 5.80 L-12
Mazdoor day 0.250 545.00 136.25 L-13
b) Material
Mild steel angle iron 75x75 x 6 mm kg 23.800 60.00 1428.00 M-181

Aluminium sheeting fixed with encapsulated lens type reflective

sheeting of size including lettering and signs as applicable

Add 2 per cent of cost of angle iron towards cost of drilling holes,
nuts, bolts etc.
( i ) 120 cm equilateral triangle sqm 0.623 9669.00 6023.79 M-061
or
( iii ) 120 cm circular sqm 1.130 9669.00 10925.97 M-061
or
( iii ) 80 cm x 60 cm rectangular sqm 0.480 9669.00 4641.12 M-061
or
( iv ) 80 cm x 60 cm rectangular sqm 0.480 7512.00 3605.76 M-061
or
vi 50 cm x 60 cm rectangular sqm 0.300 9669.00 2900.70 M-061
vii 2100 mm x 1700mm rectangular sqm 3.570 9669.00 34518.33 M-061
viii 120 cm high octagon sqm 1.190 9669.00 11506.11 M-061
ix 600 X 500 Dual Chevron sqm 0.300 9669.00 2900.70 M-061
c) Machinery
Tractor-trolley hour 0.010 512.00 5.12 P&M-12001
( i ) 120 cm equilateral triangle
d) Overhead charges @ 12% on (a+b+c) 911.87
e) Contractor's Profit @ 10% on (a+b+c+d) 851.08
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 10316.76
say 10317.00
( iii ) 120 cm circular
d) Overhead charges @ 12% on (a+b+c) 1500.14
e) Contractor's Profit @ 10% on (a+b+c+d) 1400.13
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 16356.25
say 16356.00
( iii ) 80 cm x 60 cm rectangular
d) Overhead charges @ 12% on (a+b+c) 745.95
e) Contractor's Profit @ 10% on (a+b+c+d) 696.22
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 8613.32
say 8613.00
( iv ) 80 cm x 60 cm rectangular
d) Overhead charges @5% on (a+b+c) 259.05
e) Contractor's profit @10% on (a+b+c+d) 544.00
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 6938.82
say 6939.00
viii 120 cm high octagon
d) Overhead charges @ 12% on (a+b+c) 1569.75
e) Contractor's Profit @ 10% on (a+b+c+d) 1465.10
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 17070.99
say 17071.00
vi 50 cm x 60 cm rectangular
d) Overhead charges @ 12% on (a+b+c) 537.10
e) Contractor's Profit @ 10% on (a+b+c+d) 501.30
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 6469.12
Say 6469.00
vii 2100 mm x 1700mm rectangular
d) Overhead charges @ 12% on (a+b+c) 4331.22
e) Contractor's Profit @ 10% on (a+b+c+d) 4042.47
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 45422.04
Say 45422.00
vii 600 X 500 Dual Chevron
d) Overhead charges @ 12% on (a+b+c) 537.10
e) Contractor's Profit @ 10% on (a+b+c+d) 501.30
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 6469.12
Say 6469.00

1.Any one area of aluminium sheeting given at (i) to (vii) may be

Note adopted as per site requirement and in accordance with IRC : 67

2.Rate for excavation, cement concrete M-15 and painting may be

taken from respective chapters
3. The depth of foundation and quantity of cement concrete in the
foundation are indicative. These may be increased for areas having
higher wind velocities like in coastal areas. This is applicable to all road
signs and directions boards.

Supplying and installation of delineators (Roadway indicators) 95 cm

high above ground level of total length 135 cm. painted black and
white in 15cm wide strips fitted with 3 nos. rectangular microprismatic
reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mm
X 100 mm one in each black strip duly riveted in the rectangular
tubular section facing direction of traffic. Rectangular Tubular section
2.25 800 of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section of
the delineator is encased all around with steel welded wire mesh of
thickness 2.5 mm, in size 120 mm X 70 mm X 760 mm as shown in the
drawing. The welded wire mesh is painted with two coats synthetic
enamel white paint after applying two coat red oxide primer. The
delineator is embedded in M-15 cement concrete in pit size 300 mm X
300 mm X 450 mm. The rate quoted is for the complete job as per
Drawing and direction of Engineer.

2.33 805 8.15 Road Delineators

Supplying and installation of delineators (road way indicators, hazard

markers, object markers), 80-100 cm high above ground level, painted
black and white in 15 cm wide strips, fitted with 80 x 100 mm
rectangular or 75 mm dia circular reflectorised panels at the top,
buried or pressed into the ground and conforming toIRC-79 and the
drawings.

Unit = Each
Taking output= 30 Nos.
a) Labour
Mate day 0.040 580.00 23.20 L-12
Mazdoor for fixing day 1.000 545.00 545.00 L-13
b) Material
Cost of approved type of delineators from ISI certified firm as per the each 30.000 1958.00 58740.00 M-092
standard drawing given in IRC - 79
Add 10 per cent cost of material for installation 5874.00
d) Overhead charges @ 12% on (a+b+c) 7821.86
e) Contractor's Profit @ 10% on (a+b+c+d) 7300.41
Cost for 30 Nos. delineators = (a+b+ c+d) 80304.47
Rate per delineators = (a+b+c+d) /30 2676.82
2677.00

2.34 803 Road Marking with Hot Applied Thermoplastic Compound with
8.13 Reflectorising Glass Beads on Bituminous Surface

Providing and laying of hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC:35 .The finished surface to be level, uniform and free from streaks
and holes.
Unit = sqm
Taking output = 600 sqm
a) Labour
Mate day 0.030 580.00 17.40 L-12
Mazdoor day 0.750 545.00 408.75 L-13
b) Machinery
Road marking machine @ 60 sqm per hour hour 10.000 136.00 1360.00 P&M-40001
Tractor-trolley hour 0.500 512.00 256.00 P&M-12001
c) Material
Hot applied thermoplastic compound Litre 1500.000 236.00 354000.00 M-117
Reflectorising glass beads kg 150.000 103.00 15450.00 M-153
d) Overhead charges @ 12% on (a+b+c) 44,579.06
e) Contractor's Profit @ 10% on (a+b+c+d) 41,607.12
Cost for 600 sqm = a+b+c+d+e 457678.33
Rate per sqm = a+b+c+d+e)/600 762.80
763.00

Cats Eye/Pavement Marker (NMC nail Less):- Made out of Acrylic-

strene-Acrylonitril or Hi-Impect polysterene fitted with Moulded of
Methacrylate (NMC) reflector cube corner reflector design; Filled with
2.26 800 tightly adhering potting compound as per ASTM D788 size 11.5 cms X 399.00 RSI
7cms X 1.6 cms or 10 cms X 10 cms X 1.75 provided with bituminous
adhesive in sufficient qantity with each unit for fixing. No nail should
be allowed for fixing.

Providing and marking of hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250 gms/ sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC 35. The finished Surface to be level, uniform and free from streaks
2.27 and holes complete in all respect. The job includes marking of centre 763.00
line, shoulder line, edge line, zebra crossing marking, arrows and
dashes marking at the junctions as per Technical Specifications Clause
803.4 complete in all respect and as per approval of Engineer In
Charge.

2.35 409 Cast in Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115
and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade
(i) foundation 150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying machine,
foundation concrete laid manually, all complete as per clause 409

Unit = Running metre

Taking output = 360 meter
Using Concrete Batching and Mixing Plant
(i) PCC M15 for Kerb base
Total Concrete = ### Cum.
 CHAPTER-2 ROAD ROAD PROPERTY MANAGEMENT AND OTHER MAINTENANCE
Ref. to Sub
Sr No MoRTH sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
a) Labour
Mate day 0.240 580.00 139.20 L-12
Mason day 2.000 589.00 1178.00 L-11
Mazdoor day 4.000 545.00 2180.00 L-13
b) Machinery
Transit truck agitator
For Transportation Transit truck agitator 6 cum capacity t.km. 26.703 x L 15.18 10133.79 P&M-76001
For loading & Unloding time hour 3.729 2731.00 10183.90 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
Curing speed @ 2 km/hr )
(i) 6 KL capacity hour 0.128 769.00 98.43 P&M-11003
c) Material

Concrete from sub-analysis of concrete Rate cum 11.610 3581.36 44465.09 Sub-Analysis of
Concrete - 12.03

Cost of water KL 1.602 81.00 152.19 M-191

Add seignorage charges of sand cum 2.612 40.50 105.80
Add seignorage charges of Aggregate cum 13.061 97.50 1273.47
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1379.27 413.78
SMET @ 2% on Seigniorage Charges 2% 1379.27 27.59
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1273.47 1018.78
d) Overhead charges @ 12% on (a+b+c) 8223.67
e) Contractor's Profit @ 10% on (a+b+c+d) 7675.43
Cost for 360 meter = a+b+c+d+e 87269.11
Rate per metre = (a+b+c+d+e)/360 242.41
say 242.00

(ii) PCC M20 for Kerb Cast in Situ

Total Concrete = ### Cum.
a) Labour
Mate day 0.060 580.00 34.80 L-12
Mason day 0.500 589.00 294.50 L-11
Mazdoor day 1.000 545.00 545.00 L-13
b) Machinery
Kerb casting machine @ 120 metres/hour hour 3.000 383.00 1149.00 P&M-37001
Transit truck agitator
For Transportation Transit truck agitator 6 cum capacity t.km. 28.980 x L 15.18 10997.91 P&M-76001
For loading & Unloding time hour 3.140 2731.00 8575.34 P&M-34001
Concrete cutting machine hour 6.000 260.12 1560.72 P&M-61002
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
Curing speed @ 2 km/hr )
(i) 6 KL capacity hour 0.148 769.00 113.81 P&M-11003
c) Material

Concrete from sub-analysis of concrete Rate cum 12.600 3978.43 50128.18 Sub-Analysis of
Concrete - 12.04

Cost of water KL 6.086 81.00 492.95 M-191

Add seignorage charges of sand cum 2.835 40.50 114.82
Add seignorage charges of Aggregate cum 14.175 97.50 1382.06
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1496.88 449.06
SMET @ 2% on Seigniorage Charges 2% 1496.88 29.94
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1382.06 1105.65
d) Overhead charges @ 12% on (a+b+c) 8867.07
e) Contractor's Profit @ 10% on (a+b+c+d) 8584.08
Cost for 360 meter = a+b+c+d+e 94424.90
Rate per metre = (a+b+c+d+e)/360 262.29
say 262.00
Rate per Metre = (i) + (ii) say 504.00

Repairing of damaged kerb after dismantling of the kerb upto

minimum of 100 mm and making good the section with M-20 concrete
2.36 408 to match with the existing section including form work, curing,
painting with two coats of first quality synthetic enamel paint etc.
complete in all respect conforming to relevant MOST Clauses and as
per direction of Engineer.

Unit = Running metre

Taking output = 360 metre
Using Concrete Mixer
Cement Concrete
Cement concrete of grade M20 = 12.60 cum

Total Concrete = 12.60

a) Labour
Mate day 0.720 580.00 417.60 L-12
Mason day 2.000 580.00 1160.00 L-10
Mazdoor day 16.000 545.00 8720.00 L-13
b) Machinery
Kerb casting machine @ 60 metres/hour hour 6.000 383.00 2298.00 P&M-37001
Concrete mixer 0.48/0.28 cum capacity hour 12.000 686.00 8232.00 P&M-21001
Water tanker6 KL capacity hour 5.000 769.00 3845.00 P&M-11003

c) Material
Crushed stone aggregate 20 mm nominal size 59 per cent cum 11.340 1326.46 15042.02 M-052
Coarse sand 30 per cent cum 5.440 1734.13 9433.66 M-005
Cement 11 per cent tonne 3.780 5400.00 20412.00 M-081
Cost of water KL 20.000 81.00 1620.00 M-191
d) Overhead charges @ 12% on (a+b+c) 8541.63
e) Contractor's Profit @ 10% on (a+b+c+d) 7972.19

f) Painting, primer etc sqm 90.000 0.00 0

Cost for 360 m., = a+b+c+d+e 87694.11

Rate per 1 m = (a+b+c+d+e)/360 243.59
say 244.00 Rmt
Section Supplying, fitting and placing HYSD bar reinforcement in sub-
2.37 1600 & structure complete as per drawing and technical specifications
2200
Output : MT
Taking output = 8 MT
a) Material
HYSD bars including 5% overlaps and wastage MT 8.40 60000.00 504000.00 M-083
Binding wire kg 48.00 75.00 3600.00 M-072
b) Labour for cutting, bending, shifting to site, tying and placing in
position
Mate day 0.16 580.00 92.80 L-12
Blacksmith day 1.00 587.50 587.50 L-02
Mazdoor day 3.00 545.00 1635.00 L-13
C) Machinery
Cutting machine hour 5.33 611.40 3260.60 P&M-43001
Bendung machine hour 5.33 611.40 3260.60 P&M-43001
Electric Genrator 15 KVA hour 5.33 492.28 2625.33 P&M-22009
Tipper for transportation 10 cum capacity t-km 8 X L1 10.03 0.00 P&M-74001
For Loading and unloading hour 1.78 0.00 0.00 P&M-6003
Light weight crane hour
At cutting yard hour 2.00 1254.40 2508.80 P&M-63001
At Site hour 2.00 1254.40 2508.80 P&M-63001
d) Overhead charges @ 12% on (a+b+c) 65,509.93 62889.53
e) Contractor's Profit @ 10% on (a+b+c+d) 58696.90
Rate for per MT (a+b+c+d)/8 80708.23
say 80708.00

2.38 811
Providing and erecting a "W" metal beam crash barrier comprising of 3
mm thick corrugated sheet metal beam rail, 70 cm above road/ground
level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm
spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road
level, all steel parts and fitments to be galvanised by hot dip process,
all fittings to conform to IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a spacer of channel section 150 x 75 x 5
mm, 330 mm long complete as per clause 811

Unit = Running metre

Taking output = 4.5 metre length
a) Labour
Mate day 0.060 580.00 34.80 L-12
Blacksmith day 0.500 587.50 293.75 L-02
Mazdoor day 1.000 545.00 545.00 L-13
b) Machinery
Tractor-trolley hour 0.100 512.00 51.20 P&M-12001
c) Material
Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in M-181
length kg 41.210 60.00 2472.60

Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per M-181

metre kg 88.560 60.00 5313.60

Spacer 150 x 75 x 5 mm channel 0.33 m long,3 Nos @ 16.4 kg per M-181

metre kg 16.240 60.00 974.40
Nuts and bolts kg 20.000 104.00 2080.00 M-129
Add 25 per cent of the cost of material for fabrication, nuts, bolts and 2710.15
washers etc.)
d) Overhead charges @ 12% on
(a+b+c) 1737.06
e) Contractor's profit @ 10% on
(a+b+c+d) 1621.26
Cost for 4.5 metre = a+b+c+d+e 17833.82
Rate per metre = (a+b+c+d+e)/4.5 3963.07
Say 3963.00

Supplying & Fixing LED Solar Blinker mounted on a steel poles to guide
and warn various vehicle drivers of a forthcoming flyovers, crossover,
underpass and other intersections and accident prone region.
Manufactured using superior grade battery, solar panel and other
2.39 components, clearly visibile for enhancing road safety during fog, rain
and other adverse weather condition as per Clause 6.15 of
Performance Standards of Scope of Work including maintenance and
replacement of the same and as directed by the Engineer-in-charge.
The warranty so provided by the Supplier will be in the name of NHAI.

a)Solar blinker as per Quatation each 1.000 23,300.00 23300

say 23300.00

1500,
2.40 12.08 1700 Plain/Reinforced Cement Concrete with PCC M15 grade in Open
& Foundation complete as per Drawing and Technical Specifications.
2100
A PCC Grade M15
Case PCC Grade M15 using batching plant & manual placing
II
Unit = cum
Taking output = 15
a) Material

Per Cum Basic Cost (Rate as in sub-analysis) cum 15.00 3581.36 53720.43 Sub-Analysis of
Concrete - 12.03

Water for curing Kl 7.875 81.00 637.88 M-191

b) Labour
For pouring and placing
Mate day 0.380 580.00 220.40 L-12
Mason day 1.500 589.00 883.50 L-11
Mazdoor day 8.000 545.00 4360.00 L-13
c) Machinery
Transit truck agitator
For transportation (6 cum Capacity) tonne- 37.5 x L1 15.18 14231.25 P&M-76001
km
For unloading hour 0.833 2731.00 2275.83 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
30 mins for unloading )
(i) 16 KL capacity hour 1750.33 P&M-11001
(ii) 12 KL capacity hour 1543.69 P&M-11002
(iii) 6 KL capacity hour 0.91 769.00 698.25 P&M-11003
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 5136.00
d) Formwork @ 4 per cent on cost of concrete i.e. cost of material,
labour and machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on 9243.30
(a+b+c+d)

f) Contractor's profit @ 10% on 8627.08

(a+b+c+d+e)

6571.09
say 6571.00

B PCC Grade M20

Case PCC Grade M15 using batching plant & manual placing
II
Unit = cum
Taking output = 15
a) Material

Per Cum Basic Cost (Rate as in sub-analysis) cum 15.00 3978.43 59676.41 Sub-Analysis of
Concrete - 12.04

Water for curing Kl 7.875 81.00 637.88 M-191

b) Labour
For pouring and placing
Mate day 0.38 580.00 220.40 L-12
Mason day 1.50 589.00 883.50 L-11
Mazdoor day 8.00 545.00 4360.00 L-13
c) Machinery
Transit truck agitator
For transportation (6 cum Capacity) tonne- 37.5 x L1 15.18 3557.81 P&M-76001
km
For unloading hour 0.833 2731.00 2275.83 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
30 mins for unloading )
(i) 16 KL capacity hour 1750.33 P&M-11001
(ii) 12 KL capacity hour 1543.69 P&M-11002
(iii) 6 KL capacity hour 4.53 769.00 3479.73 P&M-11003
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 5007.00
d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, 3003.66
labour and machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on 9371.43
(a+b+c+d)

f) Contractor's profit @ 10% on 8746.66

(a+b+c+d+e)

6658.79
say 6659.00

C RCC Grade M20

Case RCC Grade M20 using batching plant & manual placing
II
Unit = cum
Taking output = 15
a) Material

Per Cum Basic Cost (Rate as in sub-analysis) cum 15.00 4040.09 60601.35 Sub-Analysis of
Concrete - 12.05

Water for curing Kl 7.875 81.00 637.88 M-191

b) Labour
For pouring and placing
Mate day 0.42 580.00 243.60 L-12
Mason day 1.50 589.00 883.50 L-11
Mazdoor day 9.00 545.00 4905.00 L-13
c) Machinery
Transit truck agitator
For transportation (6 cum Capacity) tonne- 37.5 x L1 15.18 14231.25 P&M-76001
km
For unloading hour 0.833 2731.00 2275.83 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
30 mins for unloading )
(i) 16 KL capacity hour 1750.33 P&M-11001
(ii) 12 KL capacity hour 1543.69 P&M-11002
(iii) 6 KL capacity hour 4.53 769.00 3479.73 P&M-11003
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 5818.00
d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, 3490.33
labour and machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on 10889.81
(a+b+c+d)

f) Contractor's profit @ 10% on 10163.83

(a+b+c+d+e)

7698.04
say 7698.00

D PCC Grade M25

Case PCC Grade M25 using batching plant & manual placing
II
Unit = cum
Taking output = 15
a) Material

Per Cum Basic Cost (Rate as in sub-analysis) cum 15.00 4280.38 64205.67 Sub-Analysis of
Concrete - 12.06

Water for curing Kl 7.875 81.00 637.88 M-191

b) Labour
For pouring and placing
Mate day 0.38 580.00 220.40 L-12
Mason day 1.50 589.00 883.50 L-11
Mazdoor day 8.00 545.00 4360.00 L-13
c) Machinery
Transit truck agitator
For transportation (6 cum Capacity) tonne- 37.5 x L1 15.18 14231.25 P&M-76001
km
For unloading hour 0.833 2731.00 2275.83 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
30 mins for unloading )
(i) 16 KL capacity hour 1750.33 P&M-11001
(ii) 12 KL capacity hour 1543.69 P&M-11002
(iii) 6 KL capacity hour 4.53 769.00 3479.73 P&M-11003
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 6020.00
d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, 3611.77
labour and machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on 11268.72
(a+b+c+d)

f) Contractor's profit @ 10% on 10517.48

(a+b+c+d+e)

7957.38
say 7957.00

E RCC Grade M25

Case RCC Grade M25 using batching plant & manual placing
II
Unit = cum
Taking output = 15
a) Material

Per Cum Basic Cost (Rate as in sub-analysis) cum 15.00 4398.33 65974.93 Sub-Analysis of
Concrete - 12.07

Water for curing Kl 7.875 81.00 637.88 M-191

b) Labour
For pouring and placing
Mate day 0.42 580.00 243.60 L-12
Mason day 1.50 589.00 883.50 L-11
Mazdoor day 9.00 545.00 4905.00 L-13
c) Machinery
Transit truck agitator
For transportation (6 cum Capacity) tonne- 37.5 x L1 15.18 14231.25 P&M-76001
km
For unloading hour 0.833 2731.00 2275.83 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
30 mins for unloading )
(i) 16 KL capacity hour 1750.33 P&M-11001
(ii) 12 KL capacity hour 1543.69 P&M-11002
(iii) 6 KL capacity hour 4.53 769.00 3479.73 P&M-11003
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 6176.00
d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, 3705.27
labour and machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on 11560.44
(a+b+c+d)

f) Contractor's profit @ 10% on 10789.74

(a+b+c+d+e)

8157.04
say 8157.00

G RCC Grade M30

Case RCC Grade M30 using batching plant & manual placing
II
Unit = cum
Taking output = 15
a) Material

Per Cum Basic Cost (Rate as in sub-analysis) cum 15.00 4445.06 66675.87 Sub-Analysis of
Concrete - 12.09

Water for curing Kl 7.875 81.00 637.88 M-191

b) Labour
For pouring and placing
Mate day 0.42 580.00 243.60 L-12
Mason day 1.50 589.00 883.50 L-11
Mazdoor day 9.00 545.00 4905.00 L-13
c) Machinery
Transit truck agitator
For transportation (6 cum Capacity) tonne- 37.5 x L1 15.18 14231.25 P&M-76001
km
For unloading hour 0.833 2731.00 2275.83 P&M-34001
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and
30 mins for unloading )
(i) 16 KL capacity hour 1750.33 P&M-11001
(ii) 12 KL capacity hour 1543.69 P&M-11002
 CHAPTER-2 ROAD ROAD PROPERTY MANAGEMENT AND OTHER MAINTENANCE
Ref. to Sub
Sr No MoRTH sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
(iii) 6 KL capacity hour 4.53 769.00 3479.73 P&M-11003
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 6223.00
d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, 3733.31
labour and machinery
Add seignorage charges of sand cum 3.375 40.50 136.69
Add seignorage charges of Aggregate cum 16.875 97.50 1645.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 1782.00 534.60
SMET @ 2% on Seigniorage Charges 2% 1782.00 35.64
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 1645.31 1316.25
e) Overhead charges @ 12% on 11647.91
(a+b+c+d)

f) Contractor's profit @ 10% on 10871.39

(a+b+c+d+e)

8216.92
say 8217.00

MOST Replacing damaged/broken railing with new precast / cast in situ

2703, concrete railing to match with existing design and pattern made out of
2.41 1500, cement concrete grade M-30 and required reinforcement complete in
1600 & all respect including proper curing painting and dismantling of old
1700 damaged portion etc., as directed by the Engineer confirming to MOST
(Clause NO. 809, 1000, 1600 & 1700).

Unit = 1 RM
Taking output = 2 x 24 m span = 48 m.
a) Material
Cement concreteM30 Grade excluding formwork i.e. per cum basic cum 4.092 6223.00 25464.52 Rate arrived
cost (a+b+c) below

No. of vertical posts = (12 + 2)*2 = 28 Nos., External area of vertical

post 0.25x0.275 = 0.069sqm, Concrete in vertical posts = 0.069 x 28 =
1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x
0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total
Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).

Add 12 per cent of above cost for form work. 3055.74

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) tonne 0.87 65795.85 56913.41 Rate arrived
below
refer MoRTH SD / 202.
Add seignorage charges of sand cum 0.921 40.50 37.29
Add seignorage charges of Aggregate cum 4.603 97.50 448.84
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 486.13 145.84
SMET @ 2% on Seigniorage Charges 2% 486.13 9.72
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 448.84 359.07
d) Overhead charges @ 12% on (a+b+c) 10252.04
e) Contractor's Profit @ 10% on (a+b+c+d) 9568.57
Rate for 48 m (a+b+c) 106255.04
Rate per metre (a+b+c)/48 2213.65
Rate per metre for dismantling 335.30
Total 2548.95
say 2549.00
Note 48 m length is the total linear length adding both sides of 24 m span.

Replacement of Damaged Concrete Railing.

Unit = RM
Taking output = 10 RM
a) Labour
Labour for dismantling old railing and disposal of dismantled material.

Mate day 0.20 580.00 116.00 L-12

Mazdoor day 5.00 545.00 2725.00 L-13
b) Machinery
Tractor-trolley for disposal of dismantled material hour 1.00 512.00 512.00 P&M-12001
335.30

2.42 811 8.22 Reinforced Cement Concrete Crash Barrier

Provision of an Reinforced cement concrete crash barrier at the edges

of the road, approaches to bridge structures and medians, constructed
with M-40 grade concrete with HYSD reinforcement conforming to
A MoRTH specification and as per details given in IRC-5(Fig-5,b) including
dowel bars 25 mm dia, 450 mm long at expansion joints filled with
pre-moulded asphalt filler board etc as per approved drawing and
locations directed by the Engineer , all as specified (area-0.243
Sqm/metre , single face)

Unit = Linear metre

Taking output = 20 m
(i) a) M 40 grade concrete & HYSD steel
M 40 grade concrete (Area-0.243 Sqm/meter) cum 4.860 4,720.55 22,941.89 Sub analysis
12.12
HYSD steel reinforcement including dowel bars tonne 0.194 65,509.93 12,708.93 Item no 2.30
b) Labour
Mate day 0.040 580.00 23.20 L-12
Mazdoor day 1.000 545.00 545.00 L-13
c) Material
Pre-moulded asphalt filler board sqm 0.250 627.00 156.75 M-143

Add seignorage charges of sand cum 1.094 40.50 44.29

Add seignorage charges of Aggregate cum 5.468 97.50 533.08
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 577.37 173.21
SMET @ 2% on Seigniorage Charges 2% 577.37 11.55
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 533.08 426.47

d) Overhead charges @ 12% on (a+b+c) 4,365.09

e) Contractor's Profit @ 10% on (a+b+c+d) 4,074.09
Cost for 20 metre = a+b+c+d+e 46,003.54
Rate per metre = (a+b+c+d+e)/20 2,300.20
 BILL NO. 3 - PERIODIC MAINTENANCE
Ref. to
Sr No MoRTH Sub sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.
3.01 509 (ii) Bituminous Concrete Grading 2

Providing and laying bituminous concrete with higher capacity batch

type hot mix plant using crushed aggregates of specified grading,
premixed with bituminous binder @ 5.2 per cent of mix and filler,
transporting the hot mix to work site, laying with a hydrostatic paver
finisher with sensor control to the required grade, level and alignment,
rolling with smooth wheeled, vibratory and tandem rollers to achieve the
desired compaction as per MORTH specification clause No. 507 complete
in all respects

Unit = cum
Taking output = 191 cum
a) Labour
Mate day 0.440 580.00 255.200 L-12
Mazdoor day 6.000 545.00 3270.000 L-13
Mazdoor skilled day 5.000 589.00 2945.000 L-15
b) Machinery
Hot Mix Plant
(i) HMP 120 TPH hour 5.008 38683.00 193724.464 P&M-18003
Mechanical broom (2.1m sweeping width) hour 1.624 440.00 714.560 P&M-23001
Air compressor 250 cfm hour 1.624 1768.80 2872.531 P&M-15001
Paver finisher hydrostatic with sensor control compatable with the hot
mix plant
(i) Paver (174HP) hour 5.008 8473.29 42434.236 P&M-29002
Electric generator
(i) 250 KVA hour 5.008 2279.00 11413.232 P&M-22004
Front end loader for feeding the plant
(i) 1.0 Cum Capacity hour 15.553 2087.02 32459.422 P&M-5003
Tipper
For Transportation
(i) 10 cum capacity t.km 450.76 x L1 10.03 113028.070 P&M-74001
Tipper for loading & unloading time
(i) 10 cum capacity hour 10.017 2632.79 26372.657 P&M-6003

Smooth steel wheeled tandem roller for static and vibratory passaes hour 16.902 1758.00 29713.716 P&M-8001

Pneumatic Tyre roller hour 4.007 1581.00 6335.067 P&M-10001

c) Material
i) Bitumen@ 5.2 per cent of mix tonne 23.440 50534.00 1184492.704 M-074A
ii) Aggregate
Total weight of mix = 450.76 tonnes
Weight of bitumen = 23.44 tonnes
Weight of aggregate = 427.32 tonnes
Taking density of aggregate = 1.5 ton/cum
Grading - II-13 mm (Nominal Size)
13.2 - 10 mm 21 per cent cum 59.825 1225.46 73312.982 M-043
10 - 5 mm 17 per cent cum 48.430 1099.96 53270.683 M-039
5 mm and below 60 per cent cum 170.928 921.96 157588.956 M-029
Filler @ 2 per cent of weight of aggregates. cum 8.546 5400.00 46150.612 M-081

* Any one of the alternative may be adopted as per approved design

Add seignorage charges of sand cum 0.000 40.50 0.00

Add seignorage charges of Aggregate cum 279.183 97.50 27220.31
Add District Mineral Fund (DMF) 30% on Seinorage charges 30% 27220.31 8166.09
SMET @ 2% on Seigniorage Charges 2% 27220.31 544.41
Permit Fee @ 80% on Seigniorage Charges of Minor Minerals 80% 27220.31 21776.25
* Grading - I-19 mm (Nominal Size)

@ 12% on
d) Overhead charges 237642.491
(a+b+c)

@ 10% on
e) Contractor's profit 221799.658
(a+b+c+d)
Cost for 191 cum = a+b+c+d+e 13075.934
503 Rate per cum = (a+b+c+d+e)/191 13075.934
Say, 13076.00
For Salvage Value
For 2 - Lane road with PS & 4 Lane
1 Length of Stretch Km 75.83
2 Milling Qty cum 30,332.00
3 20% of Milled material cum 6,066.40
 BILL NO. 3 - PERIODIC MAINTENANCE
Ref. to
Sr No MoRTH Sub sec. Description Unit Quantity Rate Rs Cost Rs Remarks
Spec.

4 Rate of aggregate (5mm and below) adopted from BC rate analysis Rs./Cum 921.96

5 Volume of Milled material (5 = 3*4) Rs. 5,592,978.14

6 Quantity of BC to be executed cum 30,332.00
7 Deduct Salvage Value from BC rate Rs./Cum 184.39
8 Rate of BC Rs./Cum 13,076.00
9 Net BC rate after deducting Salvage value Rs./Cum 12,891.61
Say, 12892.00

For 4 - Lane road

1 Length of Stretch Km 9.37
2 Milling Qty cum 6,746.40
3 20% of Milled material cum 1,349.28

4 Rate of aggregate (5mm and below) adopted from BC rate analysis Rs./Cum 921.96

5 Volume of Milled material (5 = 3*4) Rs. 1,243,982.19

6 Quantity of BC to be executed cum 6,746.40
7 Deduct Salvage Value from BC rate Rs./Cum 184.39
8 Rate of BC Rs./Cum 13,076.00
9 Net BC rate after deducting Salvage value Rs./Cum 12,891.61
Say, 12892.00

Milling of distressed bituminous surface to required depth using milling

machine fitted with loading conveyor for loading the milled material
directly on to trucks for safe disposal with all leads and lifts complete in
3.05 Suggestive
all respect as directed by Engineer-In-Charge. The rate quoted shall be
inclusive of the rebate for the solvage value of the milled material.
(Irrespective of thickness of damaged BC & DBM layers)

Cost of Milling machine Per Hour 1.000 6797.48 6797.48

Cutting Width of Machine mtr 1.000 2.00 2.00
Cutting Speed of Machine mtr/ min 1.000 5.00 5.00
Total Production per Hour Sqm/hr 1.000 600.00 600.00

Cost of Machine per Sqm 11.33

Total Operating Cost 11.33

Over Head Charges @ 12% 1.36
Contractor Profit @ 10% 1.13

Cold Milling Cost per Sqm 13.82

 CHAPTER-4 INCIDENT MANAGEMENT
Ref. to
Sr Sub
MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
No sec
Spec.
Providing Following equipments in running
condition on hire basis including running and
As maintenance charges as per instructions of
directed the Engineer including P.O.L. complete as
4.01 per specification.(Rate for net working hours
by
engineer at site)

Per
(a) Tipper 12 Cum. Capacity Hour 1 2632.79 2632.79 P&M-6003
Per
(b) Tipper 6 Cum. Capacity Hour 1 1278.00 1278.00 P&M-6004
Per
(c) JCB Hour 1 2087.02 2087.02 P&M-5003
Per
(d) Excavator Hour 1 3571.00 3571.00 P&M-3005
Per
(e) Tractor with trolly Hour 1 512.00 512.00 P&M-12001

Providing and supply of Following manpower

for misc. work as when required basis as per
4.02 3000 instruction of the Engineer.

A) Mate/Supervisor day 1No. 580.00 580 L-12

B) Helper/Belder/Coolie day 1No. 545.00 545 L-13
C) Security Guard day 1No. 545.00 545 L-21

Providing and placing in proper position

empty cement bags filled with local earth to
control erosion/damage of the side of the
road or bank of the river/nallaha at reqiured
locations including cost of material, labour
4.03 2500 equipment transporation etc complete in all
respect as directed by the Engineer in Charge.

Unit = Nos
S.No.97
Nos 1 37.00 37.00
Pg.30
Say 37.00

Drilling Holes in Cement Concrete using

4.05 Pneumatic Compressor and filling the holes
with cement slurry

A Cement Concrete
a) Labour
Mazdoor with Pneumatic breaker day 0.020 580.00 11.60 L-12
b) Machinery
S.No.142 Pg
20 mm dia drill with Pnematic compressor rm 1.000 133.00 133.00
67
c) Material
Grouting the holes with neat cement slurry S.No.145 Pg
rm 1.000 84.00 84.00
excluding cost of steel 67
e) Overhead charges @ 12% on (a+b+c+d) 27.43
 Ref. to
Sr Sub
MoRTH Description Unit Quantity Rate Rs Cost Rs Remarks
No sec
Spec.
f) Contractor's Profit @ 10% on (a+b+c+d+e) 25.60

Cost for 1 Rmt = a+b+c+d 281.64

Rate per Rmt = (a+b+c+d)/ 1 281.64
Cost for 1 Rmt 282.00

Provision of Ambulance as per clause 6.4 of

scope of work and as per clause 6.8
4.04 3000 'Performance Standard' of scope of work.

Unit = per months/ per vehicles

a) Vehicle
i) One ambulance considered no.s 1.000 40000 40000 market rate
ii) Diesel for Ambulance 50 km/day running liters 5litx 97.82 14673 M-197
30days
iii) Maintenance no.s 1.000 2000 2000 Ls
iv) First Aid kit no.s 1.000 5000 5000 Ls
b) Personnel no.s
i) Para medical staff no.s 3.000 20850.00 62550 L-19
ii) Helper no.s 3.000 17400.00 52200 L-09
c) Mobile phones Nos. 1.000 3000 3000 Ls
d) Overhead charges @ 12% on (a+b+c) 21531
e) Contractor's Profit @ 10% on (a+b+c+d) 20095

Total Cost per Month 221049

say 221049.0
 (A) Usage Rates of Plant and Machinery TN SOR 2023-24

Power
Sl. No. Description of Machine Activity (in HP) Unit Rate Remarks

P&M-1001 Dozer - 240 HP 240 Hour 7624.87

P&M-1002 Dozer - 175 HP 175 Hour 5889.13
P&M-1003 Dozer - 90 HP 90 Hour 3168.30
P&M-2001 Motor Grader 4.3 metre blade 186 Hour 7180.00
P&M-2002 Motor Grader 3.7 metre blade 171 Hour 6586.83
P&M-2003 Motor Grader 3.35 metre blade 110 Hour 3962.00
P&M-3003 Hydraulic Excavator of 1.2 cum bucket 188 Hour 4002.66
P&M-3004 Hydraulic Excavator of 1.1 cum bucket 162 Hour 3603.98
P&M-3005 Hydraulic Excavator of 0.9 cum bucket 138 Hour 3571.00
P&M-4001 Jack Hammer (attachment of Hydraulic Excavator) - Hour 495.90
P&M-5001 Front End loader 3.1 cum bucket capacity 221 Hour 4954.40
P&M-5002 Front End loader 2.1 cum bucket capacity 150 Hour 2028.00
P&M-5003 Backhoe-loader 1 cum bucket capacity 92 Hour 2087.02
P&M-6001 Tipper-18 Cum 280 Hour 3337.78
P&M-6002 Tipper-14 Cum 220 Hour 2959.76
P&M-6003 Tipper-10 Cum 178 Hour 2632.79
P&M-6004 Tipper-5.5 Cum 90 Hour 1278.00
P&M-7001 Vibratory Soil Compactor (10 tonne) 99 Hour 3535.00
P&M-8001 Smooth Wheeled Roller 8 tonne 98 Hour 1758.00
P&M-9001 Tandem Roller 99 Hour 2028.00
P&M-9002 Mini Tandem Roller 44 Hour 1664.03
P&M-10001 Pneumatic Road Roller 114 Hour 1581.00
P&M-11001 Water Tanker (16 KL) 150 Hour 1750.33
P&M-11002 Water Tanker (12 KL) 150 Hour 1543.69
P&M-11003 Water Tanker (6 KL) 100 Hour 769.00
P&M-12001 Tractor-trolley 42 Hour 512.00
P&M-13001 Rotavator - Hour 19.45
P&M-14001 Ripper - Hour 25.53
P&M-15001 Air Compressor -250 cfm 5 Hour 1768.80
P&M-15002 Air Compressor -500 cfm 148 Hour 1737.50
P&M-16001 Integrated Stone Crusher Stone (3 Stage) 250 TPH - Hour 22630.00
P&M-17001 Wet Mix Plant - 250 TPH Capacity - Hour 1067.21
P&M-17002 Wet Mix Plant - 200 TPH Capacity - Hour 708.64
P&M-17003 Wet Mix Plant - 100 TPH Capacity - Hour 2028.00
P&M-18001 Hotmix Plant - 200 TPH Capacity - Hour x
P&M-18002 Hotmix Plant - 160 TPH Capacity - Hour x
P&M-18003 Hotmix Plant - 120 TPH capacity - Hour 38683.00
P&M-19001 Batching and Mixing Plant - 240 cum Capacity - Hour 7308.84
P&M-19002 Batching and Mixing Plant - 120 cum Capacity - Hour 4751.41
P&M-20001 Mobile Concrete Batching / Mixing Plant 60 Hour 1138.93
P&M-21001 Concrete Mixer - 0.4/0.28 cum 10 Hour 686.00
P&M-21002 Concrete Mixer - 1 cum 15 Hour 800.00
P&M-22001 Generator 725 KVA 777 Hour 13424.05
P&M-22002 Generator 500 KVA 536 Hour 9286.47
P&M-22003 Generator 400 KVA 430 Hour 7489.95
P&M-22004 Generator 250 KVA 303 Hour 2279.00
P&M-22005 Generator 125 KVA 154 Hour 1626.00
P&M-22006 Generator 100 KVA 129 Hour 1387.00
P&M-22007 Generator 62.5 KVA 80 Hour 1907.70
P&M-22008 Generator 33 KVA 42 Hour 1336.00
P&M-22009 Generator 15 KVA 20 Hour 492.28
P&M-23001 Mechanical Broom Hydraulic 50 Hour 440.00
P&M-24001 Bitumen Pressure Distributor 170 Hour 1846.00
P&M-25001 Emulsion Pressure Distributor 170 Hour 1059.00
P&M-26001 Bitumen Boiler Oil Fired 50 Hour 257.00
P&M-27001 Mastic Cooker 10 Hour 80.00
P&M-28001 Paver Finisher Mechanical 123 Hour 2771.00
P&M-29001 Paver Finisher Hydrostatic with sensor control -240 HP 240 Hour 10689.16
P&M-29002 Paver Finisher Hydrostatic with sensor control -170 HP 170 Hour 8473.29
P&M-30001 Paver Finisher Concrete with 300 HP Motor 300 Hour 32539.10
P&M-30002 Paver Finisher Concrete with 241 HP Motor 241 Hour 21070.80
P&M-30003 Paver Finisher Concrete with 118 HP Motor 118 Hour 5229.11
P&M-31001 Texture Curing Machine (TCM) - upto 18 m 55 Hour 5591.33
P&M-31002 Texture Curing Machine (TCM) - upto 9 m 55 Hour 4407.43
P&M-32001 Hydraulic Chip Spreader 200 Hour 3163.00
P&M-33001 Pot-Hole Repair Machine 178 Hour 1041.00
P&M-34001 Transit Mixer - 6 Cum 178 Hour 2731.00
P&M-35001 Concrete Pump 15 Hour 989.00
P&M-36001 Boom Placer 178 Hour 5095.40
P&M-37001 Kerb Casting Machine 50 Hour 383.00
P&M-38001 Piling Rig with Bentonite Pump 360 Hour 6745.00
P&M-39001 Pneumatic Sinking Plant 250 Hour 8011.40
P&M-40001 Road marking machine 90 Hour 136.00
P&M-41001 Mobile Slurry Seal Equipment 115 Hour 1387.00
P&M-42001 Joint Cutting Machine 5 Hour 591.95
P&M-43001 Bar Bending & Cutting Machine 5 Hour 611.40
P&M-44001 Needle Vibrator 5 Hour 266.00
P&M-45001 Jack Hammer for air compressor - Hour 495.90
P&M-46001 Plate Compactor 8 Hour 59.00
P&M-47001 Milling Machine with 1 meter Drum Width 155 Hour 5539.06
P&M-47002 Milling Machine with 1.2 meter Drum Width 208 Hour 6473.79
P&M-47003 Milling Machine With 1.3 meter Drum Width 330 Hour 9268.24
P&M-47004 Milling Machine With 2 meter Drum Width 500 Hour 13871.36
Cold in Situ recycling of bitumen's pavement with foam
P&M-48001 bitumen technology 602 Hour
35667.82
P&M-49001 In situ stabilisation of WMM/GSB/Sub grade 602 Hour 30956.51
P&M-50001 Cement spreader 350 Hour 9608.58
P&M-51001 Mobile cold recycling mixing plant 300 Hour 25927.96
P&M-52001 Hot in place recycling 322 Hour 125780.59
P&M-53001 Pre heater unit for hot in place recycling 101 Hour 1471.98
P&M-54001 Single boom Hydraulic Drill Jumbo 78 Hour 6274.44
P&M-55001 Two boom Hydraulic Drill Jumbo 160 Hour 9516.20
P&M-56001 Three boom Hydraulic Drill Jumbo 240 Hour 13900.53
P&M-57001 Hydraulic Rock bolt drill 90 Hour 9015.41
P&M-58001 Rotating Telehandlers 101 Hour 1397.83
P&M-59001 Shotcrete Machine 90 Hour 2118.63
P&M-60001 Grouting machine 8 Hour 923.78
P&M-61001 Dewatering Pump 10 HP 10 Hour 443.90
P&M-61002 Concrete cutting machine 5 Hour 260.12
P&M-62001 Crawler mounted Crane 35 tonne capacity 170 Hour 7328.29
P&M-62002 Crawler mounted Crane 80 tonne capacity 230 Hour 7617.58
P&M-62003 Crawler mounted Crane 100 tonne capacity 300 Hour 11550.96
P&M-63001 Mobile Hydraulic Crane 3 tonne capacity 42 Hour 1254.40
P&M-63002 Mobile Hydraulic Crane 5 tonne capacity 45 Hour 1306.67
P&M-63003 Mobile Hydraulic Crane 10 tonne capacity 48 Hour 1435.51
P&M-63004 Mobile Hydraulic Crane 15 tonne capacity 49 Hour 1480.49
P&M-63005 Mobile Hydraulic Crane 20 tonne capacity 101 Hour 1834.20
P&M-63006 Mobile Hydraulic Crane 35 toone capacity 173 Hour 2771.35
P&M-64001 Concrete Bucket Hour 16.80
P&M-65001 Prestressing Jack with Pump & Access (400 tonne) Hour 174.00
P&M-66001 Boat to carry atleast 20 persons hour 1129.21
P&M-67001 Crane with grab 0.75 cum capacity hour 2661.00
P&M-68001 Epoxy Injection gun hour 440.01
Induction, deinduction and erection of plant and equipment
P&M-69001 including all components and accessories for pneumatic hour 11661.57
method of well sinking.

P&M-70001 Jack for Lifting 40 tonne lifting capacity. hour 437.58

Vibrating Pile driving hammer complete with power unit and
P&M-71001 accessories. hour 21498.66

Per Tonne
P&M-72001 Tipper-18 Cum (Surface Road) excluding OH & CP 275 Km. 7.16

Tipper-18 Cum (Unsurfaced Gravelled Road) excluding OH & Per Tonne

P&M-72002 CP 275 Km. 8.700

Per Tonne
P&M-72003 Tipper-18 Cum (Katcha Track) excluding OH & CP 275 Km. 17.39

Per Tonne
P&M-73001 Tipper -14 Cum (Surface Road) excluding OH & CP 220 Km. 8.12

Tipper -14 Cum (Unsurfaced Gravelled Road) excluding OH & Per Tonne
P&M-73002 CP 220 Km. 9.87

Per Tonne
P&M-73003 Tipper -14 Cum (Katcha Track) excluding OH & CP 220 Km. 19.74

Per Tonne
P&M-74001 Tipper -10 Cum (Surface Road) excluding OH & CP 178 Km. 10.03

Tipper -10 Cum (Unsurfaced Gravelled Road) excluding OH & Per Tonne
P&M-74002 CP 178 Km. 12.19

Per Tonne
P&M-74003 Tipper -10 Cum (Katcha Track) excluding OH & CP 178 Km. 24.38

Per Tonne
P&M-75001 Tipper- 5.5 Cum (Surface Road) excluding OH & CP 90 Km. 8.77

Tipper- 5.5 Cum (Unsurfaced Gravelled Road) excluding OH & Per Tonne
P&M-75002 CP 90 Km. 10.65

Per Tonne
P&M-75003 Tipper- 5.5 Cum (Katcha Track) excluding OH & CP 90 Km. 21.30

Per Tonne
P&M-76001 Transit Mixer - 6 Cum excluding OH & CP Km. 15.18
Loading and unloading of stone boulder / stone aggregates /
sand / kanker / moorum (Using by 18 cum capacity Tipper &
P&M-77001 3.1 Cum capacity Loader) excluding OH & CP Cum 107.47

Loading and unloading of stone boulder / stone aggregates /

P&M-77002 sand / kanker / moorum (Using by 14 cum capacity Tipper & Cum 89.24
2.1 Cum capacity Loader) excluding OH & CP
Loading and unloading of stone boulder / stone aggregates /
P&M-77003 sand / kanker / moorum (Using by 10 cum capacity Tipper & Cum 149.94
1.0 Cum capacity Loader) excluding OH & CP
Loading and unloading of stone boulder / stone aggregates /
P&M-77004 sand / kanker / moorum (Using by 5 cum capacity Tipper & Cum 139.02
1.0 Cum capacity Loader) excluding OH & CP
P&M-77005 Loading and Unloading of Cement or Steel by Manual Means tonne 640.20
P&M-78001 and Stackingwater pump
Centrifugal Hour 452.17
P&M-79001 Shredding Machine Hour 646.65
New P&M-1 Boring Machine Hour #VALUE!
New P&M-2 Crawler Crane- 5 tonne Hour #VALUE!
New P&M-3 Network survey vehicle Hour 6044.00
New P&M-4 Network survey vehicle Mobilization & Demobilization Hour #VALUE!
New P&M-5 Flying weight deflectometer Hour #VALUE!
New P&M-6 Flying weight deflectometer Mobilization & Demobilization Hour #VALUE!
New P&M-7 Road Retro reflectometer attached with SUV Hour #VALUE!
New P&M-8 Road Retro reflectometer attached with SUV Mobilization & Hour #VALUE!
New P&M-9 Demobilization
Automatic Vehicle Counter Classifier (ATCC) Equipment etc.. Hour #VALUE!
New P&M-10 Sport utility vehicle (SUV) including Mobilization & Hour #VALUE!
New P&M-12 demobilization
Trailer 30 tonne capacity Hour #VALUE!
New P&M-13 MBIU Hour #VALUE!
New P&M-11 MBIU Mobilization and Demobilization Hour #VALUE!
 (B) Labour

Sl. No. Description of Labour Unit Rate

L-01 Blacksmith (IInd class) day 580

L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 587.5

L-03 Blaster (Stone cutter) day 720

L-04 Carpenter I Class day 622

L-05 Chiseller (Head Mazdoor) day 580

L-06 Driller (Jumper) day 700

L-07 Diver day 700

L-08 Fitter day 695

L-09 Mali day 580

L-10 Mason (IInd class) day 580

L-11 Mason (Ist class) day 589

L-12 Mate / Supervisor day 580

L-13 Mazdoor day 545

L-14 Mazdoor/Dresser (Semi Skilled) day 580

L-15 Mazdoor/Dresser/Sinker (Skilled) day 589

L-16 Medical Officer day 1315

L-17 Operator(grouting) day 635

L-18 Painter I class day 616

L-19 Para medical personnel day 730

L-20 Heavy Plant Operator day 700

L-21 Light Plant Operator day 635

L-22 Heavy Vehicle Driver day 700

L-23 Light Vehicle Driver day 680

L-24 Helper day 580

L-25 Painter II class day 550.00

(C) Materials

Sl. No. Description Unit Rate

M-001 Stone Boulder of size 150 mm and below at Cruser Plant cum 408.46

M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site cum 470.46

M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 382.46

M-004 Coarse sand at Mixing Plant cum 1734.13

M-005 Coarse sand at Site cum 1734.13

M-006 Fine sand at Site cum 1734.13

M-007 Moorum at Site cum 319.78

M-008 Gravel/Quarry spall at Site Cum 172.90

M-009 Granular Material or hard murrum for GSB works at Site Cum 172.90

M-010 Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant Cum 75.00

M-011 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) at Site Cum 767.96

Rate at Plant
Description Unit (HMP/ Rate at Site
Batching)

M-012 Close graded Granular sub-base Material 53 mm to 9.5 mm cum 1182.46 1182.46

M-013 Close graded Granular sub-base Material 37.5 mm to 9.5 mm cum 1136.21 1136.21

M-014 Close graded Granular sub-base Material 26.5 mm to 9.5 mm cum 1273.46 1273.46

M-015 Close graded Granular sub-base Material 9.5 mm to 4.75 mm cum 1099.96 1099.96
M-016 Close graded Granular sub-base Material 9.5 mm to 2.36 mm cum 1041.12 1041.12
M-017 Close graded Granular sub-base Material 4.75mm to 2.36 mm cum 923.46 923.46
M-018 Close graded Granular sub-base Material 4.75mm to 75 micron mm cum 921.96 921.96
M-019 Close graded Granular sub-base Material 2.36 mm cum 920.46 920.46

M-020 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 cum 920.46 920.46
sieve.
M-021 Coarse graded Granular sub-base Material 2.36 mm & below cum 920.46 920.46
M-022 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm cum 921.96 921.96
M-023 Granular sub-base Material 4.75 mm to 2.36 mm cum 923.46 923.46
M-024 Granular sub-base Material 9.5 mm to 4.75 mm cum 1099.96 1099.96
M-025 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm cum 1223.66 1223.66
M-026 Granular sub-base Material 26.5 mm to 9.5 mm cum 1273.46 1273.46
M-027 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm cum 1136.21 1136.21
M-028 Granular sub-base Material 53 mm to 26 .5mm cum 1105.79 1105.79
M-029 Aggregates below 5.6 mm cum 921.96 921.96
M-030 Aggregates 22.4 mm to 2.36 mm cum 1145.06 1145.06
M-031 Aggregates 22.4 mm to 5.6 mm cum 1200.46 1200.46
M-032 Aggregates 45 mm to 2.8 mm cum 1167.03 1167.03
M-033 Aggregates 45 mm to 22.4 mm cum 1256.79 1256.79
M-034 Aggregates 53 mm to 2.8 mm cum 1130.33 1130.33
M-035 Aggregates 53 mm to 22.4 mm cum 1160.96 1160.96
M-036 Aggregates 63 mm to 2.8 mm cum 1089.46 1089.46
M-037 Aggregates 63 mm to 45 mm cum 921.12 921.12
M-038 Aggregates 90 mm to 45 mm cum 921.12 921.12
M-039 Aggregates 10 mm to 5 mm cum 1099.96 1099.96
M-040 Aggregates 11.2 mm to 0.09 mm cum 1010.96 1010.96
M-041 Aggregates 13.2 mm to 0.09 mm cum 1063.86 1063.86
M-042 Aggregates 13.2 mm to 5.6 mm cum 1158.46 1158.46
M-043 Aggregates 13.2 mm to 10 mm cum 1225.46 1225.46
M-044 Aggregates 20 mm to 10 mm cum 1259.12 1259.12
M-045 Aggregates 25 mm to 10 mm cum 1273.46 1273.46
M-046 Aggregates 19 mm to 6 mm cum 1200.46 1200.46
M-047 Aggregates 37.5 mm to 19 mm cum 1256.79 1256.79
M-048 Aggregates 37.5 mm to 25 mm cum 1221.96 1221.96
M-049 Aggregates 6 mm nominal size cum 1024.46 1024.46
M-050 Aggregates 10 mm nominal size cum 1175.46 1175.46
M-051 Aggregates 13.2/12.5 mm nominal size cum 1275.46 1275.46
M-052 Aggregates 20 mm nominal size cum 1326.46 1326.46
M-053 Aggregates 25 mm nominal size cum 1316.46 1316.46
M-054 Aggregates 40 mm nominal size cum 1127.46 1127.46
M-055 Crushing of stone aggregates (GSB Crusher Run) cum x x

Sl. No. Description Unit Rate at Site

M-056 AC pipe 100 mm dia metre 285.00

M-057 Acrylic polymer bonding coat litre 369.00
M-058 Alluminium Paint litre x
M-059 Aluminium alloy plate 2mm Thick sqm 422.00
M-060 Aluminium alloy/galvanised steel tonne 60000.00

Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2%
M-061 towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as sqm 9669.00
applicable
M-062 Aluminium studs 100 x 100 mm fitted with lense reflectors nos 218.00
M-063 Barbed wire kg 106.00
M-064 Bearing (Cost of parts) nos 607.00
M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne ) nos 845.00

M-066 Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded nos x
to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)

M-067 Bearing (Forged steel roller bearing of 250 tonne nos x

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE
M-068 pads providing sliding surfaces against stainless steel mating together with cast steel nos x
assemblies/fabricated structural steel assemblies duly painted with all components

M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos x

M-070 Bearing (Supply of sliding plate bearing of 80 tonne) nos x
M-071 Bentonite kg 9.00
M-072 Binding wire kg 75.00

M-073 Bitumen ( Cationic Emulsion ) tonne 45897.00

M-074 Bitumen VG 30 tonne 48164.00

M-074A Bitumen VG 40 tonne 50534.00
M-075 Bitumen (80-100 grade ) tonne
M-076 Bitumen tonne
M-077 Bitumen (emulsion) RS1 tonne 43428.00
M-078 Bitumen (modified graded) tonne 49622.00
M-079 Brick each 9.00
M-080 C.I.shoes for the pile kg 60.00
M-081 Cement tonne 5400.00
M-082 CGI Sheet (0.8 mm thick) kg 67.76
M-083 Cold twisted bars (HYSD Bars) tonne 60000.00
M-084 Collar (RCC) for joints 300 mm dia nos 177.00
M-085 Compressible Fibre Board(20mm thick) sqm 627.00
M-086 Connectors/ Staples each 80.00
M-087 Copper Plate(12m long x 250mmwide) kg 1044.00
M-088 Corrosion resistant Structural steel tonne 60000.00
M-089 Corrugated sheet, 3 mm thick, "Thrie" beam section railing kg 60.00
M-090 Credit for excavated rock found suitable for use cum 234.00
M-091 Curing compound liter 150.00

M-092 Delineators from ISI certified firm as per the standard drawing given in IRC - 79 each 1958.00

M-093 Earth Cost or compensation for earth taken from private land cum 76.00

M-094 Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, metre X
elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),

M-095 Epoxy compound with accessories for preparing epoxy mortar kg 362.00
M-096 Epoxy mortar kg 120.00
M-097 Epoxy primer kg 92.00

M-098 Epoxy resin-hardner mix for prime coat kg 347.00

M-099 Flag of red color cloth 600 x 600 mm each 28.00

M-100 Flowering Plants each 51.00
M-101 Galvanised MS flat clamp nos 12.38

M-102 Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire sqm x
in rolls of required size.

M-103 Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long kg 60.00

M-104 Geo grids sqm x

M-105 Geomembrane sqm x
M-106 Geonets sqm x
M-107 Geotextile (200 gsm) sqm 50.00
M-108 Geotextile filter fabric sqm 44.00
M-109 GI bolt 10 mm Dia nos 9.00
M-110 Grouting pump with agitator hour 470.20
M-111 Grass (Doob) kg 8.00
M-112 Grass (Fine) kg 11.00
M-113 HDPE pipes 75mm dia metre 48.00
M-114 HDPE pipes 90mm dia metre 56.00
M-115 Hedge plants each input
M-116 Helical pipes 600mm diameter metre input
M-117 Hot applied thermoplastic compound litre 236.00
M-118 HTS strand tonne 65000.00
M-119 Joint Sealant Compound kg 128.00

M-120 Jute netting, open weave, 2.5 cm square opening for seeding and Mulching sqm 94.00

M-121 LDO for steam curing litre 73.00

M-122 M.S. Clamps nos 12.38
M-123 M.S. Clamps kg 60.00
M-124 M.S.shoes @ 35 Kg per pile of 15 m kg 60.00
M-125 Mild Steel bars tonne 60000.00

Modular strip/box seal expansion joint including anchorage catering to a horizontal

movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central
M-126 beam,2 modules chloroprene seal, anchorage elements, support and control system, all metre input
steel sections protected against corrosion and installed by the manufacturer or his
authorised representative

Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm
and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of
M-127 edge beams, two central beams, chloroprene seal, anchorage elements, support and metre input
control system, all steel sections protected against corrosion and installed by the
manufacturer or his authorised representative

M-128 Nipples 12mm nos 23.00

M-129 Nuts and bolts kg 104.00
M-130 Paint litre 240.00
M-131 Pavement Marking Paint litre x
M-132 Paving Fabric sqm x
M-133 Perforated geosynthetic pipe 150 mm dia metre x
M-134 Perforated pipe of cement concrete, internal dia 100 mm metre x
M-135 Pesticide kg 120.00
M-136 RCC Pipes 200 mm dia, 2.5 m long for drainage metre 302.00
M-137 Plastic sheath, 1.25 mm thick for dowel bars sqm 57.00
M-138 Plastic tubes 50 cm dia, 1.2 m high nos input
M-139 Polymer braids metre input

M-140 Pre moulded Joint filler,25 mm thick for expansion joint. sqm 425.00

M-141 Pre-coated stone chips of 13.2 mm nominal size cum input

Preformed continuous chloroprene elastomer or closed cell foam sealing element with high
M-142 tear strength, vulcanised in a single operation for the full length of a joint to ensure water metre input
tightness.
M-143 Pre-moulded asphalt filler board sqm 627.00
M-144 Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days kg input
M-145 Primer kg 181.00
M-146 Quick setting compound kg 92.00
M-147 Random Rubble Stone cum 573.46
M-148 RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia metre input
M-149 RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia metre input
M-149-1 RCC Pipe NP 4 heavy duty non presure pipe 1500 mm dia metre input
M-150 RCC Pipe NP 4 heavy duty non presure pipe 900 mm dia metre input
M-151 RCC Pipe NP 4 heavy duty non presure pipe 600 mm dia metre input
M-152 RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia metre input
M-153 Reflectorising glass beads kg 103.00

M-154 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips) metre x

M-155 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel metre x
strips)

M-156 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced metre x
polymer/fibre reinforced polymer/polymeric strips)

M-157 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips) metre x
M-158 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips) metre x
M-159 Rivets each 9.00
M-160 Sand bags (Cost of sand and Empty cement bag) nos 34.33
M-161 Sapling 2 m high 25 mm dia each input
M-162 Scrap tyres of size 900 x 20 nos 86.00
M-163 Seeds kg 23.00
M-164 Selected earth cum 76.00

M-165 Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 19.00

M-166 Sheathing duct metre 95.00

M-167 Shrubs each 20.00

M-168 Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing cum 84.00

M-169 Sodium vapour lamp (90 watt) each 6823.00

M-170 Square Rubble Coursed Stone cum 584.46

M-171 Steel circular hollow pole of standard specification for street lighting to mount light at 5 m each
height above deck level

M-172 Steel circular hollow pole of standard specification for street lighting to mount light at 9 m each
height above road level
M-173 Steel drum 300 mm dia 1.2 m high/empty bitumen drum nos input
M-174 Steel helmet and cushion block on top of pile head during driving. kg input
M-175 Steel pipe 25 mm external dia as per IS:1239 metre 174.00
M-176 Steel pipe 50 mm external dia as per IS:1239 metre 204.00
M-177 Steel pipe 100 mm external dia as per IS:1239 metre x
M-178 Steel wire rope 20 mm kg 218.00
M-179 Steel wire rope 40 mm kg 242.00
M-180 Strip seal expansion join metre 4200
M-181 Structural Steel tonne 60000.00
M-182 Super plastisizer admixture IS marked as per 9103-1999 kg 67.00

M-183 Synthetic Geogrids as per clause 3102.8 and approved design and specifications. sqm 200.00

M-183a Tar paper bearing sqm 60.00

M-184 Through and bond stone each 32.00
M-185 Tie rods 20mm diameter nos 61.00
M-186 Tiles size 300 x 300 mm and 25 mm thick each 288.00
M-187 Timber cum input
M-188 Traffic cones with 150 mm reflective sleeve nos input
M-189 Tube anchorage set complete with bearing plate, permanent wedges etc nos input
M-190 Unslaked lime tonne 950.62
M-191 Water KL 81.00
M-192 Water based cement paint litre 78.02
M-193 Welded steel wire fabric kg 191.00
M-194 Wire mesh 50mm x 50mm size of 3mm wire kg 300.00
M-195 Wooden ballies 2" Dia for bracing each input
M-196 Wooden ballies 8" Dia and 9 m long each input
M-197 Wooden packing cum 1308.00
M-198 Wooden staff for fastening of flag 25 mm dia, one m long each 83.00
M-199 Silica Fume Kg x
M-200 Synthetic Geogrid Ultimate tensile strength- 100 kN/m sqm x
M-201 Synthetic Geogrid Ultimate tensile strength- 150 kN/m sqm x
M-202 Synthetic Geogrid Ultimate tensile strength- 200 kN/m sqm x
M-203 Synthetic Geogrid Ultimate tensile strength- 250 kN/m sqm x
M-204 Synthetic Geogrid Ultimate tensile strength- 300 kN/m sqm x
M-205 Synthetic Geogrid Ultimate tensile strength- 350 kN/m sqm x
M-206 Synthetic Geogrid Ultimate tensile strength- 400 kN/m sqm x
M-207 Synthetic Geogrid Ultimate tensile strength- 500 kN/m sqm x
M-208 Synthetic Geogrid Ultimate tensile strength- 600 kN/m sqm x
M-209 Synthetic Geogrid Ultimate tensile strength- 700 kN/m sqm x
M-210 Synthetic Geogrid Ultimate tensile strength- 800 kN/m sqm x
M-211 Synthetic Geogrid Ultimate tensile strength- 900 kN/m sqm x
 M-212 Synthetic Geogrid Ultimate tensile strength- 1000 kN/m sqm x
M-213 Synthetic Geogrid Ultimate tensile strength- 1100 kN/m sqm x
M-214 Synthetic Geogrid Ultimate tensile strength- 1200 kN/m sqm x
M-215 Explosives for blasting Kg x
M-216 Delay Detonators for Nos. x
M-217 Electric Detonators Nos. x
M-218 Detonation fuse coil Meter x
M-219 3.7 m long extension rod boom Hydraulic Drill Jumbo Nos x
M-220 32 mm coupling sleeve boom Hydraulic Drill Jumbo Nos x
M-221 Difter rod boom Hydraulic Drill Jumbo Nos x
M-222 R32 shank adapter boom Hydraulic Drill Jumbo Nos x
M-223 45 mm dia Button Bit boom Hydraulic Drill Jumbo Nos x
M-224 51 mm dia button bit boom Hydraulic Drill Jumbo Nos x
M-225 Steel Fiber tonne x
M-226 Microsilica Kg x
M-227 Accelerator Kg x
M-228 Wiremesh Kg x
M-229 Bamboos Meter x
M-230 Live Stake Stump Meter x
M-231 Hard wood sticks Nos. x
M-232 Live Sods (0.6m Length) Nos. x
M-233 Live Sods ( 2m Length) tonne x
M-234 Coal Tar Epoxy Kg. x
M-235 Binding Material Meter x
M-236 Spring post 700 mm each x
M-237 Spring post 450 mm each x

M-238 Water Filled Barricades Work zone sheeting (Trapezoidal Shape 800 mm to 1000 mm in each x
length, 700 mm in height)

M-239 GI Pipe 100 mm Dia Meter x

M-240 Bracket for GI pipe fixing Kg x
M-241 Flange for GI pipe fixing Kg x
M-242 Neem Cake Quintal x
M-243 Supplying Sludge cum x
M-244 Control Centre Server Nos. x
M-245 Hot Standby Backup Server Nos. x
M-246 NAS Video Server with storage Minimum 70 TB Nos. x
M-247 Backup Video (Only Incidents) Server Nos. x
M-248 Graphic Display (70" LED DLP in 3x2 matrix) Set x
M-249 Graphic Display Controller and software including Video Switches Set x
M-250 CCTV Monitoring Workstation Nos. x
M-251 Emergency Telephone (1033) console Nos. x
M-252 VIDS- Workstation Nos. x
M-253 Administrative Workstation Nos. x
M-254 ATMS Operator Workstation Nos. x
M-255 CCTV Joystick Nos. x
M-256 Operations Laser Printer (Colour) Nos. x
M-257 Operations Laser Printer (Black) Nos. x
M-258 Rack 19" Nos. x
M-259 ATMS Control Room Software (integrated with VIDS, ATCC, VMS, MOS) LS x
M-260 Video Management Software with atleast 150 VMS Lic. LS x
M-261 Facility Monitoring System Controller Software LS x
M-262 Server & Database license LS x
M-263 Antivirus license LS x
M-264 PTZ Camera (including CCTV Controller) Set x
M-265 Solar System with UPS, battery & 12m Pole & Cabinet Set x
M-266 VIDS Camera (including Image Processing unit) Set x
M-267 Warning amber lights with hooters, 72 Hrs solar backup, 5m poles and foundation Set x
M-268 Cabinet Nos. x
M-269 12 m Pole (including manufacturing and galvanizing) Nos. x
M-270 Solar System with UPS & batteries Set x
M-271 Equipment, Sensor unit, Processing unit, Solar power supply and civil works for 4 La Set x
M-272 Solar System with UPS, batteries Set x
M-273 VMS (Variable Message Sign - M type) Nos. x
M-274 Gantry (including manufacturing and galvanizing) Nos. x
M-275 Solar System with UPS, battery and cabinet for M type VMS Set x
M-276 Uninterruptible Power Supply (UPS) For Server Rack (10 KVA) Set x
M-277 Uninterruptible Power Supply (UPS) For TMC (30 KVA) Set x
M-278 Power Distribution Board (Essential & Critical Supply) Set x
M-279 MOS sensor Equipment (including MOS Controller) Set x
M-280 Cabinet Nos. x
M-281 Pole Nos. x
M-282 Steel fence for protection Set x
M-283 24 Core Armoured OFC + all accessories Meter x
M-284 40 mm PLB HDPE duct as per latest TSEC specifications + all accessories Meter x
M-285 Trenching of 1.8 meters, Laying & Backfilling for PLB HDPE duct Meter x
M-286 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 15 kN/m sqm x
M-287 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 20 kN/m sqm x
M-288 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 30 kN/m sqm x
M-289 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 40 kN/m sqm x
M-290 Geosynthetic Drainage Composite ( tensile strength of 18 kN/m) sqm x
M-291 Geosynthetic Drainage Composite (tensile strength of 13.5 kN/ m) sqm x
New Mat-1 Fibre Reinforcement @ 9.25 kg per cum tonne x
New Mat-2 Fully Threaded Hot Dip galvanized geotechnical bars with casing' meter x
New Mat-3 Centralizer Nos. x
New Mat-4 Bearing plate 200mm x 200mm x 10mm Nos. x
New Mat-5 Spherical Dome Nut Nos. x
New Mat-6 Polyvinyl Chloride Pipe (PVC) - 90 mm meter x

New Mat-7 Polyvinyl Chloride Pipe meter x

(PVC) - 110 mm

New Mat-8 Polyvinyl Chloride Pipe meter x

(PVC) - 135 mm
New Mat-9 Core tube (drilling bit) Nos x
New Mat-10 Core tube (drilling Nos x
pipe)
New Mat-11 Core tube (Inner rod) Nos x
New Mat-12 Geocell sqm x
New Mat-13 Geosynthetic mat sqm x
New Mat-14 Natural Geotextile sqm x
New Mat-15 Fiber steel tonne x
New Mat-16 Channel post 150 x 75 x 5 mm,1.8 m long Kg x

Spacer 150 x 75 x 5
New Mat-17 mm channel 0.33 m Kg x
long

New Mat-18 Corrosion Inhibiting Kg x

Admixture

New Mat-19 Galvanized steel plain Kg x

sheet (5 mm)
New Mat-20 MS Angle Kg x

New Mat-21 Acrylic noise barrier sqm x

sheet (3mm)
New Mat-22 Silt fence sheet sqm x
New Mat-23 Hard wood sticks sqm x

(D) Lead Details

Lead (Km.) Loading &
Total Unsurfaced unloading
45 Gravelled Road Surface Road charges

L1 Lead from Mixing Plant 25.00 x x Included

to working site

L2 Lead for Earthwork 5.00 1 1 Included

borrow area to site
Lead for Moorum/
L3 Natural Granular x x x Included
material borrow area
to site
L4 Lead for fly ash from x x x Included
source to site

L5 Lead for Sand from x x x Included

source to site

L6 Lead for Sand from x x x Included

source to Plant
Lead for Aggregate
L7 from Quarry to x x x Included
working site
L8 Lead for Aggregate x x x Included
from Quarry to Plant

L9 Lead for Bitumen from x x x Included

source to Plant

L10 Lead for HT Strands x x x Included

from source to Plant

(E) Overheads & Contractors profit

L M S
Overheads for Road 8% 10% 12%
Works
Contractors profit for 10% 10% 10%
Road Works
Overheads for Bridge 20% 20% 20%
Works

Overheads for Bridge 30% 30% 30%

Works (Rehabilitation)

Contractors profit for 10% 10% 10%

Bridge Works
Overheads for Road 25% 25% 25%
Tunnel Works
Contractors profit for 10% 10% 10%
RoadTunnel Works
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

1.1 Loading and unloading of stone boulder / stone

aggregates / sand / kanker / moorum.

Placing tipper at loading point, loading with front

end loader, dumping, turning for return trip,
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 1.00
ii) Loading by front end loader 1 cum bucket Min 6.633
capacity
iii) Maneuvering, reversing, dumping and Min 2.00
turning for return
iv) Waiting time, unforeseen contingencies etc Min 4.00

Total Min 13.633

a) Machinery
Tipper 5.5 cum capacity hour 0.227 1278.00 290.39 P&M-6004
Front end-loader 1 cum bucket capacity hour 0.227 2087.02 474.21 P&M-5003
Per Cum Basic Cost of Machinery (a) excluding 139.02
OH & CP

b) Overheads @ 8% on (a) 61.17

c) Contractors profit @ 10% on (a+b) 82.58
Cost for 5.5 cum = a+b+c 908.34
Rate per cum = (a+b+c)/5.5 165.15
Say, 165.20
Unloading will be by tipping.
1.1 Loading and unloading of stone boulder / stone
aggregates / sand / kanker / moorum.
Placing tipper at loading point, loading with front
end loader, dumping, turning for return trip,
excluding time for haulage and return trip

Unit : cum
Taking output = 10 cum
Time required for
i) Positioning of tipper at loading point Min 1.00
ii) Loading by front end loader 1 cum bucket Min 12.06
capacity
iii) Maneuvering, reversing, dumping and Min 2.00
turning for return
iv) Waiting time, unforeseen contingencies etc Min 4.00

Total Min 19.06

a) Machinery
Tipper 10 cum capacity hour 0.318 2632.79 836.36 P&M-6003
Front end-loader 1 cum bucket capacity hour 0.318 2087.02 662.99 P&M-5003
Per Cum Basic Cost of Machinery (a) excluding 149.94
OH & CP
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

b) Overheads @ 8% on (a) 119.95

c) Contractors profit @ 10% on (a+b) 161.93
Cost for 10 cum = a+b+c 1781.23
Rate per cum = (a+b+c)/10 178.12
Say, 178.10
Unloading will be by tipping.

1.1 Loading and unloading of stone boulder / stone

aggregates / sand / kanker / moorum.
Placing tipper at loading point, loading with front
end loader, dumping, turning for return trip,
excluding time for haulage and return trip

Unit : cum
Taking output = 14.00 cum
Time required for
i) Positioning of tipper at loading point Min 1.00
ii) Loading by front end loader 2.1 cum bucket Min 8.029
capacity
iii) Maneuvering, reversing, dumping and Min 2.00
turning for return
iv) Waiting time, unforeseen contingencies etc Min 4.00

Total Min 15.029

a) Machinery
Tipper 14 cum capacity hour 0.25 2959.76 741.35 P&M-6002
Front end-loader 2.1 cum bucket capacity hour 0.25 2028.00 507.97 P&M-5002
Per Cum Basic Cost of Machinery (a) excluding 89.24
OH & CP
b) Overheads @ 8% on (a) 99.95
c) Contractors profit @ 10% on (a+b) 134.93
Cost for 14 cum = a+b+c 1484.20
Rate per cum = (a+b+c)/14 106.01
Say, 106.00
Unloading will be by tipping.

1.1 Loading and unloading of stone boulder / stone

aggregates / sand / kanker / moorum.

Placing tipper at loading point, loading with front

end loader, dumping, turning for return trip,
excluding time for haulage and return trip

Unit : cum
Taking output = 18 cum
Time required for
i) Positioning of tipper at loading point Min 1.00
ii) Loading by front end loader 3.1 cum bucket Min 6.996
capacity
iii) Maneuvering, reversing, dumping and Min 2.00
turning for return
iv) Waiting time, unforeseen contingencies etc Min 4.00

Total Min 13.996

a) Machinery
Tipper 18 cum capacity hour 0.233 3337.78 778.59 P&M-6001
Front end-loader 3.1 cum bucket capacity hour 0.233 4954.40 1155.69 P&M-5001
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

Per Cum Basic Cost of Machinery (a) excluding 107.47

OH & CP
b) Overheads @ 8% on (a) 154.74
c) Contractors profit @ 10% on (a+b) 208.90
Cost for 18 cum = a+b+c 2297.93
Rate per cum = (a+b+c)/18 127.66
Say, 127.70
Unloading will be by tipping.

1.2 Loading and Unloading of Boulders by Manual

Means
Unit = cum
Taking output = 10 cum
a) Labour
Mate day 0.055 580.00 31.64 L-12
Mazdoor for loading and unloading day 1.364 545.00 743.18 L-13
b) Machinery
Tipper 10 Cum capacity hour 1.364 2632.79 3590.17 P&M-6003
Per Cum Basic Cost of Labour & Machinery (a+b) 436.50
excluding OH & CP
b) Overheads @ 8% on (a) 349.20
c) Contractors profit @ 10% on (a+b) 471.42
Cost for 10 cum = a+b+c+d 5185.60
Rate per cum = (a+b+c+d)/10 518.56
Say, 518.60
Unloading will be by tipping.

1.3 Loading and Unloading of Cement or Steel by

Manual Means and Stacking.
Unit = tonne
Taking output = 18 tonne
a) Labour
Mate day 0.144 580.00 83.52 L-12
Mazdoor for loading and unloading day 3.600 545.00 1962.00 L-13
b) Machinery
Truck 18 tonne capacity hour 3.600 2632.79 9478.04 P&M-6003
Per Cum Basic Cost of Labour & Machinery (a+b) 640.20
excluding OH & CP
b) Overheads @ 8% on (a) 921.89
c) Contractors profit @ 10% on (a+b) 1244.54
Cost for 18 tonnes = a+b+c+d 13689.99
Rate per tonnes = (a+b+c+d)/18 760.56
Say, 760.60

1.4 Cost of Haulage Excluding Loading and Unloading

Case-I : Surfaced Road

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 10 tonnes load and lead 10 km = 100 t.km

Speed with load : 25 km / hour.

Speed while Returning empty : 35 km / hour.

a) Machinery.
i) Tipper 10 tonne capacity P&M-6004
Time taken for onward haulage with load hour 0.400 1278.00 511.20 P&M-6004
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

Time taken for empty return trip. hour 0.286 1278.00 365.14 P&M-6004
Per tonne km Basic Cost of Machinery (a) 8.77
excluding OH & CP
b) Overheads @ 8% on (a) 70.11
c) Contractors profit @ 10% on (a+b) 94.65
cost for 100 t km = a+b+c 1041.10
Rate per t.km = (a+b+c)/100 10.41
Say, 10.40
Case-I : Surfaced Road
Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 18 tonnes load and lead 10 km = 180 t.km

Speed with load : 25 km / hour.

Speed while Returning empty : 35 km / hour.

a) Machinery.
i) Tipper 18 tonne capacity P&M-6003
Time taken for onward haulage with load hour 0.400 2632.79 1053.12 P&M-6003
Time taken for empty return trip. hour 0.286 2632.79 752.23 P&M-6003
Per tonne km Basic Cost of Machinery (a) 10.03
excluding OH & CP
b) Overheads @ 8% on (a) 144.43
c) Contractors profit @ 10% on (a+b) 194.98
cost for 180 t km = a+b+c 2144.75
Rate per t.km = (a+b+c)/180 11.92
Say, 11.90

Case-I : Surfaced Road

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 25 tonnes load and lead 10 km = 250 t.km

Speed with load : 25 km / hour.

Speed while Returning empty : 35 km / hour.

a) Machinery.
i) Tipper 25 tonne capacity P&M-6002
Time taken for onward haulage with load hour 0.400 2959.76 1183.90 P&M-6002
Time taken for empty return trip. hour 0.286 2959.76 845.65 P&M-6002
Per tonne km Basic Cost of Machinery (a) 8.12
excluding OH & CP
b) Overheads @ 8% on (a) 162.36
c) Contractors profit @ 10% on (a+b) 219.19
cost for 250 t km = a+b+c 2411.11
Rate per t.km = (a+b+c)/250 9.64
Say, 9.60

Case-I : Surfaced Road

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 32 tonnes load and lead 10 km = 320 t.km

Speed with load : 25 km / hour.

 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

Speed while Returning empty : 35 km / hour.

a) Machinery.
i) Tipper 32 tonne capacity P&M-6001
Time taken for onward haulage with load hour 0.400 3337.78 1335.11 P&M-6001
Time taken for empty return trip. hour 0.286 3337.78 953.65 P&M-6001
Per tonne km Basic Cost of Machinery (a) 7.16
excluding OH & CP
b) Overheads @ 8% on (a) 183.10
c) Contractors profit @ 10% on (a+b) 247.19
cost for 320 t km = a+b+c 2719.05
Rate per t.km = (a+b+c)/320 8.50
Say, 8.50

1.4 Case-II : Unsurfaced Gravelled Road

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 10 tonnes load and lead 10 km = 100 t.km

Speed with load : 20 km / hour

Speed for empty return trip : 30 km / hour
a)Machinery
Tipper 10 tonnes capacity P&M-6004
Time taken for onward hanlage with load hour 0.500 1278.00 639.00 P&M-6004
Time taken for empty return trip hour 0.333 1278.00 426.00 P&M-6004
Per tonne km Basic Cost of Machinery (a) 10.65
excluding OH & CP
b) Overheads @ 8% on (a) 85.20
c) Contractors profit @ 10% on (a+b) 115.02
Cost for 100 t .km = a+b+c 1265.22
Rate per t.Km = (a+b+c)/100 12.65
Say, 12.70
Case-II : Unsurfaced Gravelled Road
Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 18 tonnes load and lead 10 km = 180 t.km

Speed with load : 20 km / hour

Speed for empty return trip : 30 km / hour
a)Machinery
Tipper 18 tonnes capacity P&M-6003
Time taken for onward hanlage with load hour 0.500 2632.79 1316.40 P&M-6003
Time taken for empty return trip hour 0.333 2632.79 877.60 P&M-6003
Per tonne km Basic Cost of Machinery (a) 12.19
excluding OH & CP
b) Overheads @ 8% on (a) 175.52
c) Contractors profit @ 10% on (a+b) 236.95
Cost for 180 t .km = a+b+c 2606.46
Rate per t.Km = (a+b+c)/180 14.48
Say, 14.50

Case-II : Unsurfaced Gravelled Road

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

Taking output 25 tonnes load and lead 10 km = 250 t.km

Speed with load : 20 km / hour

Speed for empty return trip : 30 km / hour
a)Machinery
Tipper 25 tonnes capacity P&M-6002
Time taken for onward hanlage with load hour 0.500 2959.76 1479.88 P&M-6002
Time taken for empty return trip hour 0.333 2959.76 986.59 P&M-6002
Per tonne km Basic Cost of Machinery (a) 9.87
excluding OH & CP
b) Overheads @ 8% on (a) 197.32
c) Contractors profit @ 10% on (a+b) 266.38
Cost for 250 t .km = a+b+c 2930.16
Rate per t.Km = (a+b+c)/250 11.72
Say, 11.70

Case-II : Unsurfaced Gravelled Road

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 32 tonnes load and lead 10 km = 320 t.km

Speed with load : 20 km / hour

Speed for empty return trip : 30 km / hour
a)Machinery
Tipper 32 tonnes capacity P&M-6001
Time taken for onward hanlage with load hour 0.500 3337.78 1668.89 P&M-6001
Time taken for empty return trip hour 0.333 3337.78 1112.59 P&M-6001
Per tonne km Basic Cost of Machinery (a) 8.700
excluding OH & CP
b) Overheads @ 8% on (a) 222.52
c) Contractors profit @ 10% on (a+b) 300.40
Cost for 320 t .km = a+b+c 3304.40
Rate per t.Km = (a+b+c)/320 10.33
Say, 10.30

1.4 Case-III : Katcha Track and Track in river bed /

nallah bed and choe bed.
Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 10 tonnes load and lead 10 km = 100 t.km

Speed with load : 10 km / hour

Speed while returning empty : 15 km / hour

a) Machinery
I) Tipper 10 tonnes capacity P&M-6004
Time taken for onward haulage hour 1.000 1278.00 1278.00 P&M-6004
Time taken for empty return trip hour 0.667 1278.00 852.00 P&M-6004
Per tonne km Basic Cost of Machinery (a) 21.30
excluding OH & CP
b) Overheads @ 8% on (a) 170.40
c) Contractors profit @ 10% on (a+b) 230.04
Cost for 100 t .km = a+b+c 2530.44
Rate per t.Km = (a+b+c)/100 25.30
Say, 25.30
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

Case-III : Katcha Track and Track in river bed /

nallah bed and choe bed.
Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 18 tonnes load and lead 10 km = 180 t.km

Speed with load : 10 km / hour

Speed while returning empty : 15 km / hour

a) Machinery
I) Tipper 18 tonnes capacity P&M-6003
Time taken for onward haulage hour 1.000 2632.79 2632.79 P&M-6003
Time taken for empty return trip hour 0.667 2632.79 1755.19 P&M-6003
Per tonne km Basic Cost of Machinery (a) 24.38
excluding OH & CP
b) Overheads @ 8% on (a) 351.04
c) Contractors profit @ 10% on (a+b) 473.90
Cost for 180 t .km = a+b+c 5212.92
Rate per t.Km = (a+b+c)/180 28.96
Say, 29.00

Case-III : Katcha Track and Track in river bed /

nallah bed and choe bed.
Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 25 tonnes load and lead 10 km = 250 t.km

Speed with load : 10 km / hour

Speed while returning empty : 15 km / hour

a) Machinery
I) Tipper 18 tonnes capacity P&M-6002
Time taken for onward haulage hour 1.000 2959.76 2959.76 P&M-6002
Time taken for empty return trip hour 0.667 2959.76 1973.17 P&M-6002
Per tonne km Basic Cost of Machinery (a) 19.74
excluding OH & CP
b) Overheads @ 8% on (a) 394.63
c) Contractors profit @ 10% on (a+b) 532.76
Cost for 250 t .km = a+b+c 5860.32
Rate per t.Km = (a+b+c)/250 23.44
Say, 23.40

Case-III : Katcha Track and Track in river bed /

nallah bed and choe bed.
Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 32 tonnes load and lead 10 km = 320 t.km

Speed with load : 10 km / hour

Speed while returning empty : 15 km / hour

a) Machinery
I) Tipper 32 tonnes capacity P&M-6001
Time taken for onward haulage hour 1.000 3337.78 3337.78 P&M-6001
Time taken for empty return trip hour 0.667 3337.78 2225.19 P&M-6001
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

Per tonne km Basic Cost of Machinery (a) 17.39

excluding OH & CP
b) Overheads @ 8% on (a) 445.04
c) Contractors profit @ 10% on (a+b) 600.80
Cost for 320 t .km = a+b+c 6608.80
Rate per t.Km = (a+b+c)/320 20.65
Say, 20.70

1.4 Case-IV : Katcha Track in hilly area.

Haulage of materials by tipper excluding cost of
loading, unloading and stacking.
Unit : t.km
Taking output 10 tonnes load and lead 10 km = 100 t.km

Speed with load : 5 km / hour

Speed while returning empty : 7 km / hour
a) Machinery
I) Tipper 10 tonnes capacity P&M-6004
Time taken for onward haulage hour 2.000 1278.00 2556.00 P&M-6004
Time taken for empty return trip hour 1.429 1278.00 1825.71 P&M-6004
Per tonne km Basic Cost of Machinery (a) 43.82
excluding OH & CP
b) Overheads @ 8% on (a) 350.54
c) Contractors profit @ 10% on (a+b) 473.23
Cost for 100 t .km = a+b+c 5205.48
Rate per t.Km = (a+b+c)/100 52.05
Say, 52.10

1.4 Case-V : Transit Mixture

Haulage of concrete by Transit mixture excluding
cost of loading, unloading and stacking.

Unit : t.km
Taking output 15 tonnes load and lead 10 km = 150 t.km

Speed with load : 20 km / hour

Speed while returning empty : 30 km / hour

a) Machinery
I) Transit Mixture 6 cum capacity P&M-34001
Time taken for onward hanlage with load hour 0.500 2731.00 1365.50 P&M-34001
Time taken for empty return trip hour 0.333 2731.00 910.33 P&M-34001
Per tonne km Basic Cost of Machinery (a) 15.18
excluding OH & CP
b) Overheads @ 8% on (a) 182.07
c) Contractors profit @ 10% on (a+b) 245.79
Cost for 150 t .km = a+b+c 2703.69
Rate per t.Km = (a+b+c)/150 18.02
Say, 18.00

1.5 Hand Broken Stone Aggregates 63 mm nominal

size
Supply of quarried stone, hand breaking into
coarse aggregate 63 mm nominal size (passing 80
mm and retained on 50 mm sieve) and stacking
as directed

Unit : cum
Taking output 1.0 cum
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

a) Labour
Mate day 0.060 580.00 34.80 L-12
Mazdoor day 1.500 545.00 817.50 L-13
b) Material
Supply of quarried stone 150 - 200 mm size cum
1.100 470.46 517.50 M-002

Per Cum Basic Cost of Labour & Material (a+b) 1369.80

b) Overheads @ 8% on (a) 109.58
c) Contractors profit @ 10% on (a+b) 147.94
Rate per cum = a+b+c+d 1627.33
1627.33
Say, 1627.30
1.6 Crushing of stone aggregates (Nominal size)
Crushing of stone boulders of 150 mm size in an
integrated stone crushing unit of 250 tonnes per
hour capacity comprising of primary and
secondary crushing units, belt conveyor and
vibrating screens to obtain stone aggregates of
different nominal size.

Unit : cum
Taking Output = 1125 tonne (750 cum)
a) Labour
Mate day 0.320 580.00 185.60
Mazdoor Skilled day 2.000 589.00 1178.00 L-15
Mazdoor day 6.000 545.00 3270.00 L-13
b) Material
Stone Boulder of size 150 mm and below cum 750.000 408.46 306342.80 M-001
c) Machinery
Integrated stone crusher of 250 TPH including Hour
belt conveyor and vibrating screens 6.000 22630.00 135780.00 P&M-16001

Generator 725 KVA Hour 6.000 13424.05 80544.30 P&M-22001

Front end loader 3.1 cum bucket capacity at Hour
quarry and crusher 5.515 4954.40 27322.06 P&M-5001
Tipper 14 cum capacity for loading at quarry Hour
site 5.515 2959.76 16322.21 P&M-6002
Tipper 14 cum capacity for transportation
within 1 km t.km 1125.000 19.74 22207.50 P&M-73003
d) Cost for 750 cum = (a+b+c) 593152.47
e) Crushing Pattern
40 mm (tonne) 22.71% 255.487
20 mm (tonne) 23.00% 258.750
10 mm (tonne) 25.86% 290.925
Dust (tonne) 28.43% 319.838
f) % Cost distribution { (d) x (f) / (e ) x 1.5 }
40 mm Cum 28.98% 1009.22 Basic Cost
20 mm Cum 31.95% 1098.62 Basic Cost
10 mm Cum 30.75% 940.42 Basic Cost
Dust Cum 8.32% 231.45 Basic Cost
g) Overheads @ 8% on (f)
40 mm 80.74
20 mm 87.89
10 mm 75.23
Dust 18.52
h) Contractors profit @ 10% on (f) and (g)
40 mm 109.00
20 mm 118.65
 CARRIAGE OF MATERIALS

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.

10 mm 101.57
Dust 25.00
i) Rate per cum = (f+g+h)
40 mm 1198.95
20 mm 1305.16
10 mm 1117.22
Dust 274.96
Say, 1199.00
Say, 1305.20
Say, 1117.20
Say, 275.00
The average density of 1.5 tonne/cum is only a
reference density in this Data Book.

1.7 Crushing of stone aggregates (GSB Crusher Run)

Crushing of stone boulders of 150 mm size in an

integrated stone crushing unit of 250 tonnes per
hour capacity comprising of primary and
secondary crushing units, belt conveyor and
vibrating screens to obtain crusher run (all in
aggregate) for GSB.

Unit : cum
Taking Output = 1125 tonne (750 cum)
a) Labour
Mate day 0.320 580.00 185.60 L-12
Mazdoor Skilled day 2.000 589.00 1178.00 L-15
Mazdoor day 6.000 545.00 3270.00 L-13
b) Material
Stone Boulder of size 150 mm and below cum 750.000 350.00 262500.00 0.00
c) Machinery
Integrated stone crusher of 250 TPH including
belt conveyor and vibrating screens (for
producing crusher run production capacity will Hour 4.615 22630.00 104446.15 P&M-16001
increas by 30%)

Generator 725 KVA Hour 4.615 13424.05 61957.15 P&M-22001

Front end loader 3.1 cum bucket capacity at
quarry and crusher Hour 5.515 4954.40 27322.06 P&M-5001
Tipper 14 cum capacity for loading at quarry
site Hour 5.515 2959.76 16322.21 P&M-6002
Tipper 14 cum capacity for transportation
within 1 km t.km 1125.000 19.74 22207.50 P&M-73003

Per Cum Basic Cost of Labour, Material &

554.88
Machinery (a+b+c)
d) Overheads @ 8% on (a+b+c) 39951.09
e) Contractors profit @ 10% on (a+b+c+d) 53933.98
Cost for 900 cum = (a+b+c+d+e) 593273.74
Rate per cum = (a+b+c+d+e)/900 659.19
Say, 659.20
Considering Crushed volume will be 1.2 times the
volume of boulder
 SUB-ANALYSIS OF CONCRETE / MORTAR RATE

Rate Amount Remarks/

Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

12.01 Cement Mortar 1:3 (1 cement : 3 sand)

Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.51 5400.00 2754.00 M-081
Coarse sand cum 1.05 1734.13 1820.84 M-005
Cost of water KL 0.255 81.00 20.66 M-191
b) Labour
Mate day 0.036 580.00 20.88 L-12
Mazdoor day 0.90 545.00 490.50 L-13
c) Machinery
Water tanker 12 KL capacity ( speed @ 20km/hr and hour
return speed @ 30 km/hr and 30 mins for unloading ) 0.073 1543.69 112.99 P&M-11002

Rate per cum = (a+b+c) 5219.86

12.01 Cement Mortar1:2 (1cement :2 sand)
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.67 5400.00 3628.80 M-081
Coarse sand cum 0.93 1734.13 1612.74 M-005
Cost of water KL 0.336 81.00 27.22 M-191
b) Labour
Mate day 0.04 580.00 20.88 L-12
Mazdoor day 0.90 545.00 490.50 L-13
c) Machinery
Water tanker 12 KL capacity ( speed @ 20km/hr and
return speed @ 30 km/hr and 30 mins for unloading ) hour 0.096 1543.69 148.88 P&M-11002

Rate per cum = (a+b+c) 5929.02

12.01 Cement Mortar1:4 (1cement :4 sand)
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.403 5400.00 2177.28 M-081
Coarse sand cum 1.12 1734.13 1942.23 M-005
Cost of water KL 0.202 81.00 16.33 M-191
b) Labour
Mate day 0.036 580.00 20.88 L-12
Mazdoor day 0.90 545.00 490.50 L-13
c) Machinery
Water tanker 12 KL capacity ( speed @ 20km/hr and
return speed @ 30 km/hr and 30 mins for unloading ) hour 0.058 1543.69 89.33 P&M-11002

Rate per cum = (a+b+c) 4736.54

12.01 Cement Mortar1:6 (1cement :6 sand)
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement tonne 0.288 5400.00 1555.20 M-081
Coarse sand cum 1.337 1734.13 2318.78 M-005
Cost of water KL 0.144 81.00 11.66 M-191
b) Labour
Mate day 0.04 580.00 20.88 L-12
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

Mazdoor day 0.90 545.00 490.50 L-13

c) Machinery
Water tanker 12 KL capacity ( speed @ 20km/hr and hour
return speed @ 30 km/hr and 30 mins for unloading ) 0.041 1543.69 63.81 P&M-11002

Rate per cum = (a+b+c) 4460.83

12.02 PCC 1:3:6 using batching Plant

Plain cement concrete 1:3:6 nominal mix with crushed
stone aggregate 40 mm nominal size mechanically
mixed

Unit = cum
Taking output = 15 Cum
a) Labour
Mate day 0.32 580.00 185.60 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 7.00 545.00 3815.00 L-13
b) Material
40 mm Aggregate cum 13.50 1127.46 15220.67 M-054
Coarse sand cum 6.75 1734.13 11705.37 M-004
cement tonne 3.45 5400.00 18630.00 M-081
Cost of water KL 1.38 81.00 111.78 M-191
c) Machinery
Batching Plant of capacity 120 cum/hour hour 0.167 4751.41 791.90 P&M-19002
Generator 250 KVA hour 0.167 2279.00 379.83 P&M-22004
Loader 3.1 cum capacity hour 0.362 4954.40 1791.55 P&M-5001
Transit truck agitator
For loading & Unloding time hour 0.167 2731.000 455.17 P&M-34001
Rate per cum = (a+b+c)/15 3578.39

Vibrator is a part of minor T & P which is already

included in overhead charges of the contractor.
12.03 Plain/Reinforced Cement Concrete complete as per
Drawing and Technical Specifications.
PCC Grade M15 Using Batching Plant
Unit = cum
Taking output = 360 Cum
a) Material
Cement tonne 99.00 5400.00 534600.00 M-081
Coarse sand cum 162.000 1734.13 280928.99 M-004
40 mm Aggregate cum 194.400 1127.46 219177.65 M-054
20 mm Aggregate cum 97.200 1326.46 128931.63 M-052
10 mm Aggregate cum 32.400 1175.46 38084.81 M-050
Cost of water (Water/Cement Ratio - 0.4) KL 39.600 81.00 3207.60 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.679 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

Per Cum Basic Cost of Labour, Material & Machinery 3581.36

(a+b+c)/360
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

12.04 PCC Grade M20 Using Batching Plant

Unit = cum
Taking output = 360 Cum
a) Material
Cement tonne 123.84 5400.00 668736.00 M-081
Coarse sand cum 162.000 1734.13 280928.99 M-004
40 mm Aggregate cum 129.600 1127.46 146118.44 M-054
20 mm Aggregate cum 129.600 1326.46 171908.84 M-052
10 mm Aggregate cum 64.800 1175.46 76169.62 M-050
Cost of water (Water/Cement Ratio - 0.4) KL 49.536 81.00 4012.42 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.679 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001

Per Cum Basic Cost of Labour, Material & Machinery 3978.43

(a+b+c)/360
12.05 RCC Grade M20 Using Batching Plant
Unit : cum
Taking output = 360 Cum
a) Material
Cement tonne 124.98 5400.00 674892.00 M-081
Coarse Sand cum 162.00 1734.13 280928.99 M-004
20 mm Aggregate cum 194.40 1326.46 257863.25 M-052
10 mm Aggregate cum 129.60 1175.46 152339.24 M-050
Cost of water KL 49.99 81.00 4049.35 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.679 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery
(a+b+c)/360 4040.09
12.06 PCC Grade M25 Using Batching Plant
Unit : cum
Taking output = 360 Cum
a) Material
Cement tonne 143.85 5400.00 776790.00 M-081
Coarse sand cum 162.00 1734.13 280928.99 M-004
40 mm Aggregate cum 129.60 1127.46 146118.44 M-054
20 mm Aggregate cum 129.60 1326.46 171908.84 M-052
10 mm Aggregate cum 64.80 1175.46 76169.62 M-050
Cost of water KL 57.54 81.00 4660.74 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

Skilled Mazdoor day 1.00 589.00 589.00 L-15

Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.68 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery
(a+b+c)/360 4280.38
12.07 RCC Grade M25 Using Batching Plant
Unit: cum
Taking output = 360 Cum
a) Material
Cement tonne 145.14 5400.00 783756.00 M-081
Coarse sand cum 162.00 1734.13 280928.99 M-004
20 mm Aggregate cum 194.40 1326.46 257863.25 M-052
10 mm Aggregate cum 129.60 1175.46 152339.24 M-050
Admixture @ 0.2 % of Cement Kg 290.280 67.00 19448.76 M-182
Cost of water KL 58.06 81.00 4702.54 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.68 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery
(a+b+c)/360 4398.33
12.08 PCC Grade M30 Using Batching Plant
Unit : cum
Taking output = 360 Cum
a) Material
Cement tonne 145.80 5400.00 787320.00 M-081
Coarse sand cum 162.00 1734.13 280928.99 M-004
40 mm Aggregate cum 129.60 1127.46 146118.44 M-054
20 mm Aggregate cum 129.60 1326.46 171908.84 M-052
10 mm Aggregate cum 64.80 1175.46 76169.62 M-050
Cost of water KL 58.32 81.00 4723.92 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.68 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery
(a+b+c)/360 4309.80
12.09 RCC Grade M30 Using Batching Plant
Unit = cum
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

Taking output = 360 Cum

a) Material
Cement tonne 146.40 5400.00 790560.00 M-081
Coarse sand cum 162.00 1734.13 280928.99 M-004
20 mm Aggregate cum 194.40 1326.46 257863.25 M-052
10 mm Aggregate cum 129.60 1175.46 152339.24 M-050
Admixture @ 0.3 % of Cement Kg 439.200 67.00 29426.40 M-182
Cost of water KL 58.56 81.00 4743.36 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.68 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.00 10924.00 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery
(a+b+c)/360 4445.06
12.18 DLC Using Batching Plant-120 cum capacity Plant
Unit = cum
Taking output = 450 Cum
a) Material
Cement @ 150 kg/cum of concrete tonne 67.50 5400.00 364500.00 M-081
Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 202.50 1734.13 351161.24 M-004

Crushed stone coarse aggregate of 25 mm and 12.5 mm cum 405.000 1295.96 524862.61 M-053 +M-
nominal sizes graded as per table 600-1 @ 0.90 051 / 2
cum/cum of concrete conforming to clause 602.2.6.

Cost of water (Water/Cement Ratio - 0.4) KL 27.000 81.00 2187.00 M-191

b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 5.00 4751.41 23757.05 P&M-19002
Generator 250 KVA hour 5.00 2279.00 11395.00 P&M-22004
Loader 3.1 cum capacity hour 10.85 4954.40 53746.39 P&M-5001

Per Cum Basic Cost of Labour, Material & Machinery

(a+b+c)/450 2964.28
12.19 PQC M 35 grade Using Batching Plant-120 cum
capacity
Unit ; cum
Taking output = 900 Cum
a) Material
Cement tonne 360.00 5400.00 1944000.00 M-081
Coarse sand cum 405.00 1734.13 702322.47 M-004
Crushed stone coarse aggregates of 25mm and 12.5mm cum 810.00 1273.46 1031502.60 M-052
nominal size @ 0.90 cum/cum of concrete conforming
to clause 602.2.4.

Admixture @ 0.5 % of Cement Kg 1800.000 67.00 120600.00 M-182

Cost of water KL 144.00 81.00 11664.00 M-191
b) Labour
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

Mate day 0.16 580.00 92.80 L-12

Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 10.00 4751.41 47514.10 P&M-19002
Generator 250 KVA hour 10.00 2279.00 22790.00 P&M-22004
Loader 3.1 cum capacity hour 21.70 4954.40 107492.79 P&M-5001
Transit truck agitator
For loading & Unloding time hour 10.000 2731.000 27310.00 P&M-34001
Per Cum Basic Cost of Labour, Material & Machinery
(a+b+c)/900 4463.90

12.20 PCC Grade M15 Using Batching Plant for Kerb

Unit = cum
Taking output = 360 Cum
a) Material
Cement tonne 99.00 5400.00 534600.00 M-081
Coarse sand cum 162.000 1734.13 280928.99 M-004
40 mm Aggregate cum 194.400 1127.46 219177.65 M-054
20 mm Aggregate cum 97.200 1326.46 128931.63 M-052
10 mm Aggregate cum 32.400 1175.46 38084.81 M-050
Cost of water (Water/Cement Ratio - 0.4) KL 39.600 81.00 3207.60 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.68 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.000 10924.00 P&M-34001

Per Cum Basic Cost of Labour, Material & Machinery 3581.36

(a+b+c)/360
12.21 PCC Grade M20 Using Batching Plant for Kerb
Unit = cum
Taking output = 360 Cum
a) Material
Cement tonne 123.84 5400.00 668736.00 M-081
Coarse sand cum 162.000 1734.13 280928.99 M-004
40 mm Aggregate cum 129.600 1127.46 146118.44 M-054
20 mm Aggregate cum 129.600 1326.46 171908.84 M-052
10 mm Aggregate cum 64.800 1175.46 76169.62 M-050
Cost of water (Water/Cement Ratio - 0.4) KL 49.536 81.00 4012.42 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.68 4954.40 42997.11 P&M-5001
Transit truck agitator
 Rate Amount Remarks/
Sr No Description Unit Quantity
(Rs.) (Rs.) Input ref.)

For loading & Unloding time hour 4.000 2731.000 10924.00 P&M-34001

Per Cum Basic Cost of Labour, Material & Machinery 3978.43

(a+b+c)/360
12.22 Plain/Reinforced Cement Concrete complete as per
Drawing and Technical Specifications.
PCC Grade M 7.5 Using Concrete mixer
Unit = cum
Taking output = 15 Cum
a) Material
Cement tonne 2.00 5400.00 10800.00 M-081
Coarse sand cum 6.750 1734.13 11705.37 M-004
Aggregate 12 mm crushed @ 0.9 cum of concrete cum 13.500 1275.46 17218.67 M-054
Cost of water (Water/Cement Ratio - 0.4) KL 0.800 81.00 64.80 M-191
b) Labour
Mate day 0.86 580.00 498.80 L-12
Skilled Mazdoor day 1.50 589.00 883.50 L-15
Mazdoor day 20.00 545.00 10900.00 L-13
c) Machinery
Concrete mixer hour 6.00 686.00 4116.00 P&M-21001
Generator 33 KVA hour 6.00 1336.00 8016.00 P&M-22008
Loader 3.1 cum capacity hour 0.362 4954.40 1791.55 P&M-5001
Transit truck agitator
For loading & Unloding time hour 0.167 2731.000 455.17 P&M-34001

Per Cum Basic Cost of Labour, Material & Machinery 4429.99

(a+b+c)/15
12.23 RCC Grade M15 Using Batching Plant
Unit = cum
Taking output = 360 Cum
a) Material
Cement tonne 99.12 5400.00 535248.00 M-081
Coarse sand cum 162.000 1734.13 280928.99 M-004
40 mm Aggregate cum 194.400 1127.46 219177.65 M-054
20 mm Aggregate cum 97.200 1326.46 128931.63 M-052
10 mm Aggregate cum 32.400 1175.46 38084.81 M-050
Cost of water (Water/Cement Ratio - 0.4) KL 39.648 81.00 3211.49 M-191
b) Labour
Mate day 0.16 580.00 92.80 L-12
Skilled Mazdoor day 1.00 589.00 589.00 L-15
Mazdoor day 3.00 545.00 1635.00 L-13
c) Machinery
Batching Plant of capacity 120 cum/hour hour 4.00 4751.41 19005.64 P&M-19002
Generator 250 KVA hour 4.00 2279.00 9116.00 P&M-22004
Loader 3.1 cum capacity hour 8.679 4954.40 42997.11 P&M-5001
Transit truck agitator
For loading & Unloding time hour 4.000 2731.000 10924.00 P&M-34001

Per Cum Basic Cost of Labour, Material & Machinery 3583.17

(a+b+c)/360
 Production Rates of Plant & Machinery

Hourly Hourly
Sl. No Name of Machinary Activity Name Unit Project Type Production Rate Production Rate
(Plain) (Hilly)

DOZER
1 Dozer D8R (CAT-D8R) Clearing & Grubbing Ha Large 0.202 0.152
2 Dozer D8R (CAT-D8R) Spreading Loose Stock Pile Cum Large 243.000 182.250
3 Dozer D8R (CAT-D8R) Soft Soil Excavation (prodn) Cum Large 162.000 121.500
4 Dozer D8R (CAT-D8R) Stiff Soft Soil Excavation (prodn) Cum Large 129.000 96.750
5 Dozer D8R (CAT-D8R) Soft Rock Excavation (prodn) Cum Large 94.000 70.500
6 Dozer D8R (CAT-D8R) Weathered rock Excavation Cum Large 78.000 58.500

1 Dozer -240HP Clearing & Grubbing Ha Large 0.168 0.126

2 Dozer -240HP Spreading Loose Stock Pile Cum Large 201.000 150.750
3 Dozer -240HP Soft Soil Excavation (prodn) Cum Large 134.000 100.500
4 Dozer -240HP Stiff Soft Soil Excavation (prodn) Cum Large 107.000 80.250
5 Dozer -240HP Soft Rock Excavation (prodn) Cum Large 78.000 58.500
6 Dozer -240HP Weathered rock Excavation Cum Large 64.000 48.000

1 Dozer - 175 HP Clearing & Grubbing Ha Medium 0.130 0.098

2 Dozer - 175 HP Spreading Loose Stock Pile Cum Medium 156.000 117.000
3 Dozer - 175 HP Soft Soil Excavation (prodn) Cum Medium 104.000 78.000
4 Dozer - 175 HP Stiff Soft Soil Excavation (prodn) Cum Medium 83.000 62.250
5 Dozer - 175 HP Soft Rock Excavation (prodn) Cum Medium 61.000 45.750
6 Dozer - 175 HP Weathered rock Excavation Cum Medium 50.000 37.500

1 Dozer - 90 HP Clearing & Grubbing Ha Small 0.072 0.054

2 Dozer - 90 HP Spreading Loose Stock Pile Cum Small 87.000 65.250
3 Dozer - 90 HP Soft Soil Excavation (prodn) Cum Small 58.000 43.500
4 Dozer - 90 HP Stiff Soft Soil Excavation (prodn) Cum Small 46.000 34.500
5 Dozer - 90 HP Soft Rock Excavation (prodn) Cum Small 34.000 25.500
6 Dozer - 90 HP Weathered rock Excavation Cum Small 28.000 21.000
EXCAVATOR
1 Excavator (1.2 m3 bucket capacity) Soft Soil Excavation (prodn) Cum Large 189.000 141.750
2 Excavator (1.2 m3 bucket capacity) Sand and Gravel Excavation (prodn) Cum Large 185.000 138.750
3 Excavator (1.2 m3 bucket capacity) Hard, Tough Clay Cum Large 153.000 114.750
4 Excavator (1.2 m3 bucket capacity) Rock well blasted Cum Large 122.000 91.500
5 Excavator (1.2 m3 bucket capacity) Rock poorly blasted Cum Large 81.000 60.750
6 Excavator (1.2 m3 bucket capacity) Wet Land Cum Large 81.000 60.750
7 Excavator (1.2 m3 bucket capacity) Soft Soil Excavation (prodn) including loading Cum Large 89.151 66.863
8 Excavator (1.2 m3 bucket capacity) Sand and Gravel Excavation (prodn) including loading Cum Large 87.028 65.271
9 Excavator (1.2 m3 bucket capacity) Hard, Tough Clay including loading Cum Large 72.170 54.127
10 Excavator (1.2 m3 bucket capacity) Rock well blasted including loading Cum Large 57.311 42.983
11 Excavator (1.2 m3 bucket capacity) Rock poorly blasted including loading Cum Large 38.208 28.656
12 Excavator (1.2 m3 bucket capacity) Wet Land including loading Cum Large 38.208 28.656
13 Excavator (1.2 m3 bucket capacity) Excavation in confined area Factor for multiplying 0.800 0.800

1 Excavator (1.1 m3 bucket capacity) Soft Soil Excavation (prodn) Cum Medium 173.000 129.750
2 Excavator (1.1 m3 bucket capacity) Sand and Gravel Excavation (prodn) Cum Medium 169.000 126.750
3 Excavator (1.1 m3 bucket capacity) Hard, Tough Clay Cum Medium 140.000 105.000
4 Excavator (1.1 m3 bucket capacity) Rock well blasted Cum Medium 111.000 83.250
5 Excavator (1.1 m3 bucket capacity) Rock poorly blasted Cum Medium 74.000 55.500
6 Excavator (1.1 m3 bucket capacity) Wet Land Cum Medium 74.000 55.500
7 Excavator (1.1 m3 bucket capacity) Soft Soil Excavation (prodn) including loading Cum Medium 77.411 58.058
8 Excavator (1.1 m3 bucket capacity) Sand and Gravel Excavation (prodn) including loading Cum Medium 75.568 56.676
9 Excavator (1.1 m3 bucket capacity) Hard, Tough Clay including loading Cum Medium 62.666 47.000
10 Excavator (1.1 m3 bucket capacity) Rock well blasted including loading Cum Medium 49.764 37.323
11 Excavator (1.1 m3 bucket capacity) Rock poorly blasted including loading Cum Medium 33.176 24.882
12 Excavator (1.1 m3 bucket capacity) Wet Land including loading Cum Medium 33.176 24.882
13 Excavator (1.1 m3 bucket capacity) Excavation in confined area Factor for multiplying 0.800 0.800

1 Excavator (0.9 m3 bucket capacity) Soft Soil Excavation (prodn) Cum Small 142.000 106.500
2 Excavator (0.9 m3 bucket capacity) Sand and Gravel Excavation (prodn) Cum Small 138.000 103.500
3 Excavator (0.9 m3 bucket capacity) Hard, Tough Clay Cum Small 115.000 86.250
4 Excavator (0.9 m3 bucket capacity) Rock well blasted Cum Small 91.000 68.250
5 Excavator (0.9 m3 bucket capacity) Rock poorly blasted Cum Small 61.000 45.750
6 Excavator (0.9 m3 bucket capacity) Wet Land Cum Small 61.000 45.750
7 Excavator (0.9 m3 bucket capacity) Soft Soil Excavation (prodn) including loading Cum Small 55.371 41.528
8 Excavator (0.9 m3 bucket capacity) Sand and Gravel Excavation (prodn) including loading Cum Small 54.053 40.540
9 Excavator (0.9 m3 bucket capacity) Hard, Tough Clay including loading Cum Small 44.824 33.618
10 Excavator (0.9 m3 bucket capacity) Rock well blasted including loading Cum Small 35.596 26.697
11 Excavator (0.9 m3 bucket capacity) Rock poorly blasted including loading Cum Small 23.730 17.798
12 Excavator (0.9 m3 bucket capacity) Wet Land including loading Cum Small 23.730 17.798
13 Excavator (0.9 m3 bucket capacity) Excavation in confined area Factor for multiplying 0.800 0.800
WHEEL LOADER
1 Wheel Loader (3.1 m3 bucket ) Soil loading in dump truck Cum Large 161.000 120.750
2 Wheel Loader (3.1 m3 bucket ) Sand loading in dump truck Cum Large 170.000 127.500
3 Wheel Loader (3.1 m3 bucket ) Agreegate (3mm to 9mm) loading in dump truck Cum Large 173.000 129.750
4 Wheel Loader (3.1 m3 bucket ) Agreegate (12mm to 20mm) loading in dump truck Cum Large 164.000 123.000
5 Wheel Loader (3.1 m3 bucket ) Agreegate (24mm and above) loading in dump truck Cum Large 159.000 119.250
6 Wheel Loader (3.1 m3 bucket ) Well Blasted Rock loading in dump truck Cum Large 152.000 114.000
7 Wheel Loader (3.1 m3 bucket ) Average Blasted Rock loading in dump truck Cum Large 141.000 105.750
8 Wheel Loader (3.1 m3 bucket ) Poor Blasted Rock loading in dump truck Cum Large 115.000 86.250
9 Wheel Loader (3.1 m3 bucket ) Soil loading and transporting within 150 m Cum Large 56.000 42.000
10 Wheel Loader (3.1 m3 bucket ) Sand loading and transporting within 150 m Cum Large 59.000 44.250
11 Wheel Loader (3.1 m3 bucket ) Agreegate (3mm to 9mm) loading and transporting within 150 m Cum Large 59.000 44.250
12 Wheel Loader (3.1 m3 bucket ) Agreegate (12mm to 20mm) loading and transporting within 150 m Cum Large 56.000 42.000
13 Wheel Loader (3.1 m3 bucket ) Agreegate (24mm and above) loading and transporting within 150 m Cum Large 55.000 41.250
14 Wheel Loader (3.1 m3 bucket ) Well Blasted Rock loading and transporting within 150 m Cum Large 54.000 40.500
15 Wheel Loader (3.1 m3 bucket ) Average Blasted Rock loading and transporting within 150 m Cum Large 51.000 38.250
16 Wheel Loader (3.1 m3 bucket ) Poor Blasted Rock loading and transporting within 150 m Cum Large 42.000 31.500

1 Wheel Loader (2.1 m3 bucket ) Soil loading in dump truck Cum Medium 109.000 81.750
2 Wheel Loader (2.1 m3 bucket ) Sand loading in dump truck Cum Medium 115.000 86.250
3 Wheel Loader (2.1 m3 bucket ) Agreegate (3mm to 9mm) loading in dump truck Cum Medium 117.000 87.750
4 Wheel Loader (2.1 m3 bucket ) Agreegate (12mm to 20mm) loading in dump truck Cum Medium 111.000 83.250
5 Wheel Loader (2.1 m3 bucket ) Agreegate (24mm and above) loading in dump truck Cum Medium 108.000 81.000
6 Wheel Loader (2.1 m3 bucket ) Well Blasted Rock loading in dump truck Cum Medium 103.000 77.250
7 Wheel Loader (2.1 m3 bucket ) Average Blasted Rock loading in dump truck Cum Medium 96.000 72.000
8 Wheel Loader (2.1 m3 bucket ) Poor Blasted Rock loading in dump truck Cum Medium 78.000 58.500
9 Wheel Loader (2.1 m3 bucket ) Soil loading and transporting within 150 m Cum Medium 38.000 28.500
10 Wheel Loader (2.1 m3 bucket ) Sand loading and transporting within 150 m Cum Medium 40.000 30.000
11 Wheel Loader (2.1 m3 bucket ) Agreegate (3mm to 9mm) loading and transporting within 150 m Cum Medium 40.000 30.000
12 Wheel Loader (2.1 m3 bucket ) Agreegate (12mm to 20mm) loading and transporting within 150 m Cum Medium 38.000 28.500
13 Wheel Loader (2.1 m3 bucket ) Agreegate (24mm and above) loading and transporting within 150 m Cum Medium 37.000 27.750
14 Wheel Loader (2.1 m3 bucket ) Well Blasted Rock loading and transporting within 150 m Cum Medium 37.000 27.750
15 Wheel Loader (2.1 m3 bucket ) Average Blasted Rock loading and transporting within 150 m Cum Medium 34.000 25.500
16 Wheel Loader (2.1 m3 bucket ) Poor Blasted Rock loading and transporting within 150 m Cum Medium 28.000 21.000

1 Wheel Loader (1 m3 bucket ) Soil loading in dump truck Cum Small 52.000 39.000
2 Wheel Loader (1 m3 bucket ) Sand loading in dump truck Cum Small 55.000 41.250
3 Wheel Loader (1 m3 bucket ) Agreegate (3mm to 9mm) loading in dump truck Cum Small 56.000 42.000
4 Wheel Loader (1 m3 bucket ) Agreegate (12mm to 20mm) loading in dump truck Cum Small 53.000 39.750
5 Wheel Loader (1 m3 bucket ) Agreegate (24mm and above) loading in dump truck Cum Small 51.000 38.250
6 Wheel Loader (1 m3 bucket ) Well Blasted Rock loading in dump truck Cum Small 49.000 36.750
7 Wheel Loader (1 m3 bucket ) Average Blasted Rock loading in dump truck Cum Small 45.000 33.750
8 Wheel Loader (1 m3 bucket ) Poor Blasted Rock loading in dump truck Cum Small 37.000 27.750
9 Wheel Loader (1 m3 bucket ) Soil loading and transporting within 150 m Cum Small 18.000 13.500
10 Wheel Loader (1 m3 bucket ) Sand loading and transporting within 150 m Cum Small 19.000 14.250
11 Wheel Loader (1 m3 bucket ) Agreegate (3mm to 9mm) loading and transporting within 150 m Cum Small 19.000 14.250
12 Wheel Loader (1 m3 bucket ) Agreegate (12mm to 20mm) loading and transporting within 150 m Cum Small 18.000 13.500
13 Wheel Loader (1 m3 bucket ) Agreegate (24mm and above) loading and transporting within 150 m Cum Small 18.000 13.500
14 Wheel Loader (1 m3 bucket ) Well Blasted Rock loading and transporting within 150 m Cum Small 17.000 12.750
15 Wheel Loader (1 m3 bucket ) Average Blasted Rock loading and transporting within 150 m Cum Small 16.000 12.000
16 Wheel Loader (1 m3 bucket ) Poor Blasted Rock loading and transporting within 150 m Cum Small 13.000 9.750
MOTOR GRADER
1 Motor Grader (4.7 m blade) Clearing & Grubbing Ha Large 0.248 0.186
2 Motor Grader (4.7 m blade) Ripping Cum Large 204.000 153.000
3 Motor Grader (4.7 m blade) Earthwork 250 mm thick Cum Large 206.667 155.000
4 Motor Grader (4.7 m blade) Earthwork 150 mm thick Cum Large 148.800 111.600
5 Motor Grader (4.7 m blade) Base/ subbase 150 mm thk Cum Large 124.000 93.000
1 Motor Grader (4.3 m blade) Clearing & Grubbing Ha Medium 0.206 0.154
2 Motor Grader (4.3 m blade) Ripping Cum Medium 170.000 127.500
3 Motor Grader (4.3 m blade) Earthwork 250 mm thick Cum Medium 171.333 128.500
4 Motor Grader (4.3 m blade) Earthwork 150 mm thick Cum Medium 123.360 92.520
5 Motor Grader (4.3 m blade) Base/ subbase 150 mm thk Cum Medium 102.800 77.100

1 Motor Grader (3.35 m blade) Clearing & Grubbing Ha Small 0.184 0.138
2 Motor Grader (3.35 m blade) Ripping Cum Small 168.000 126.000
3 Motor Grader (3.35 m blade) Earthwork 250 mm thick Cum Small 153.657 115.243
4 Motor Grader (3.35 m blade) Earthwork 150 mm thick Cum Small 110.633 82.975
5 Motor Grader (3.35 m blade) Base/ subbase 150 mm thk Cum Small 92.194 69.146
COMPACTOR
1 Soil Compactor (CAT-CS-54) Soil Compaction Cum Common 206.000 154.500
2 Soil Compactor (CAT-CS-54) Base Course Compaction Cum Common 154.500 115.875
WMM Plant
1 WMM-250 TPH Wet Mix tonne Large 188 140.625
2 WMM-200 TPH Wet Mix tonne Medium 188 140.625
3 WMM-100 TPH Wet Mix tonne Small 75 56.250
MECHANICAL PAVER FINISHER (WMM )
1 Mechanical Paver Finisher Wet Mix tonne Large 150 112.500
Hot Mix Batching Plant
2 Hotmix Plant-240 TPH Capacity DBM/BM/BC/Premix tonne Large 180.000 135.000
3 Hotmix Plant-200 TPH Capacity DBM/BM/BC/Premix tonne Large 150.000 112.500
4 Hotmix Plant-160 Capacity DBM/BM/BC/Premix tonne Medium 120.000 90.000
5 Hotmix Plant-120 Capacity DBM/BM/BC/Premix tonne Small 90.000 67.500
6 Hotmix Plant-80 Capacity DBM/BM/BC/Premix tonne Small 60.000 45.000
Concrete Mix Batching Plant
1 Batching & Mixing Plant 240Cum Capacity Concrete Mixing Cum Large 180 135.000
2 Batching & Mixing Plant 120Cum Capacity Concrete Mixing Cum Large 90 67.500
3 Batching & Mixing Plant 90 Cum Capacity Concrete Mixing Cum Medium 68 50.625
4 Batching & Mixing Plant 60Cum Capacity Concrete Mixing Cum Small 45 33.750
5 Batching & Mixing Plant 45 Cum Capacity Concrete Mixing Cum Small 34 25.313
Asphalt Compaction
Steel wheel vibratory Roller for asphalt
1 asphalt compaction Cum Common 28 21.189
compaction for thickness 75 to 100 mm
Steel wheel vibratory Roller for asphalt
2 asphalt compaction Cum Common 20 15.135
compaction for thickness 50 to 75 mm
Steel wheel vibratory Roller for asphalt
3 asphalt compaction Cum Common 16 12.108
compaction for thickness 50 mm
Steel wheel vibratory Roller for asphalt
4 asphalt compaction Cum Common 11 8.475
compaction for thickness 30 to 40 mm
5 Pnumetic Tyre roller asphalt compaction Cum Common 80 59.850
Stone crushing
Integrated stone crusher of 250 TPH Stone crushing TPH Common 188 140.625
Rock/ Concrete Breaking
1 Excavator +Jack Hammer Soft Rock Excavation (prodn) Cum 9 6.445
2 Excavator +Jack Hammer Weathered rock Excavation Cum 6 4.395
3 Excavator +Jack Hammer Hard Rock Excavation (Blasting Prohibited) Cum 4 2.930
4 Excavator +Jack Hammer Concrete Breaking Cum 9 6.578
Concrete Mixure
1 Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing Cum 3 1.875
2 Concrete Mixer (b) 1 cum Concrete Mixing Cum 8 5.625
Concrete Placer
1 Static concrete pump ( 35 to 45 Cum per Hr) Concrete Placing Cum 24 18.000
2 Hydraulic Concrete Boom pump ( 90 cum per hr) Concrete Placing Cum 43 32.400
 (A) Usage Rates of Plant and Machinery

SOR 2022-23

Sl. No. Description of Machine Activity Output of Machine Output Unit Rate

P&M-001 Air Compressor General Purpose capacity in cfm 170/250 hour 668.60
Batching and Mixing Plant (a) 30 cum
P&M-002 capacity Concrete Mixing cum/hour 20 hour 1518.00
Batching and Mixing Plant (b) 15 - 20 cum
P&M-003 capacity Concrete Mixing cum/hour 13 hour 1293.00

P&M-004 Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 hour 1846.00
P&M-005 Bitumen Boiler oil fired Bitumen Spraying capacity in litre 1500 hour 257.00

P&M-006 Concrete Paver Finisher with 40 HP Motor Paving of concrete surface cum / hour 20 hour 3573.00

P&M-007 Concrete Pump of 45 & 30 cum capacity Pumping of concrete cum / hour 33 / 22 hour 989.00

P&M-008 Concrete Bucket For Pouring concrete capacity in cum 1 hour 16.30
P&M-009 Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing cum/hour 2.5 hour 667.20
P&M-010 Concrete Mixer (b) 1 cum Concrete Mixing cum/hour 7.5 hour 800.00
P&M-011 Crane (a) 80 tonnes Lifting Purpose hour 1443.00
P&M-012 Cranes b) 35 tonnes Lifting Purpose hour 975.00
P&M-013 Cranes c) 3 tonnes Lifting Purpose hour 433.00

P&M-014 Dozer D - 80 - A 12 ( as per MORTH data ) Spreading /Cutting / Clearing cum/hour 300/ 150/250 hour 3099.00

P&M-015 Dozer D - 50 - A 15( as per MORTH data ) Spreading /Cutting / Clearing cum/hour 200/ 100/150 hour 1934.00

P&M-016 Emulsion Pressure Distributor Applying emulsion tack coat sqm/hour 1750 hour 1059.00

P&M-017 Front End loader 1 cum bucket capacity Soil loading / Aggregate loading cum/hour 60 /25 hour 2028.00

P&M-018 Generator (a) 125 KVA Genration of electric Energy KVA 100 hour 1626.00
P&M-019 Generator( b) 63 KVA Genration of electric Energy KVA 50 hour 1,895.40
P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 1408.00
P&M-021 Hotmix Plant - 120 TPH capacity DBM/BM/SDC/ Premix cum/hour 40 hour 38683.00
P&M-022 Hotmix Plant - 100 TPH capacity DBM/BM/SDC/ Premix cum/hour 30 hour 38683.00
P&M-023 Hotmix Plant - 60 to 90 TPH capacity DBM/BM/SDC/ Premix cum/hour 25 hour input
P&M-024 Hotmix Plant - 40 to 60 TPH capacity DBM/BM/SDC/ Premix cum/hour 17 hour 30141.00
P&M-025 Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 hour 3163.00
Soil Ordinary/Soil Marshy / Soil
P&M-026 Hydraulic Excavator of 1 cum bucket Unsuitable cum/hour 60 /60 /60 hour 3502.90

P&M-027 Integrated Stone Crusher 100TPH Crushing of Spalls TPH 100 hour 10733.00
P&M-028 Integrated Stone Crusher 200 TPH Crushing of Spalls TPH 200 hour 22630.00
P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 383.00
P&M-030 Mastic Cooker Mastic Wearing coat capacity in tonne 1 hour 80.00
P&M-031 Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 hour 440.00
P&M-032 Motor Grader 3.35 mtr blade Clearing /Spreading /GSB /WBM cum/hour 200/200/50/50 hour 3962.00
P&M-033 Mobile slurry seal equipment Mixing and laying slurry seal sqm/hour 2700 hour 1387.00
Paver Finisher Hydrostatic with sensor
P&M-034 control 100 TPH Paving of DBM/ BM/SDC/ Premix cum/hour 40 hour 3770.00

P&M-035 Paver Finisher Mechanical 100 TPH Paving of WMM /Paving of DLC cum/hour 40/30 hour 2771.00
0.75 m dia to 1.2 m dia Boring
P&M-036 Piling Rig with Bantonite Pump attachment Rm/hour 2 to 3 hour 6745.00

P&M-037 Pneumatic Road Roller Rolling of Asphalt Surface cum/hour 25 hour 1581.00
P&M-038 Pneumatic Sinking Plant Pneumatic Sinking of wells cum/hour 1.5 to 2.00 hour 69.00
P&M-039 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour 1041.00

P&M-040 Prestressing Jack with Pump & access Stressing of steel wires/stands hour 174.00

P&M-041 Ripper Scarifying cum/hour 60 hour input

P&M-042 Rotavator Scarifying cum/hour 25 hour input
P&M-043 Road marking machine Road marking Sqm/hour 100 hour 136.00
Smooth Wheeled Roller 8 tonne(Adopted
P&M-044 10T) Soil Compaction /BM Compaction cum/hour 70/25 hour 1734.80

SOR 2022-23 Roads - Input

 P&M-045 Tandem Road Roller Rolling of Aspalt Surface cum/hour 30 hour 2028.00
Transportation of soil, GSB, WMM,
P&M-046 Tipper - 5 cum Hotmix etc. Capacity in cum 5.5 km input
Transportation of soil, GSB, WMM,
P&M-047 Tipper - 5 cum Hotmix etc. Capacity in cum 5.5 tonne.km 9.00
Transportation of soil, GSB, WMM,
P&M-048 Tipper - 5 cum Hotmix etc. Capacity in cum 5.5 hour 1250.10
Transportation of Concrete Mix to
P&M-049 Transit Mixer 4.0/4.5 cum site cum/hour 4.5 hour 2685.40
Transportation of Concrete Mix to
P&M-050 Transit Mixer 4/4.5 cum site cum/hour 4.5 tonne.km 18.53
Transportation of Concrete Mix to
P&M-051 Transit Mixer 3.0 cum (adopted 2cum) site cum/hour 3 hour 2685.40
Transportation of Concrete Mix to
P&M-052 Transit Mixer 3.0 cum site cum/hour 3 tonne.km 18.53

P&M-053 Tractor Pulling capacity in HP 50 hour 512.00

P&M-054 Tractor with Rotevator Rate of Tractor + Rotevator hour 520.00
P&M-055 Tractor with Ripper Rate of Tractor 6+ Ripper hour 625.00
P&M-056 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 km input

P&M-057 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 hour 1205.10

P&M-058 Truck 5.5 cum per 10 tonnes Material Transport capacity/cum 4.5 tonne.km 8.32
P&M-059 Vibratory Roller 8 tonne Earth or soil / GSB / WBM cum/hour 100/60/60 hour 3475.20

P&M-060 Water Tanker Water Transport capacity in KL 6 hour 769.00

P&M-061 Water Tanker Water Transport capacity in KL 6 km input

P&M-062 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 2028.00

Sl. No. Description of Machine Unit Rate

P&M-063 Air compressor with pneumatic chisel attachment for cutting hard clay. hour input
P&M-064 Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour hour input
P&M-065 Belt conveyor system hour input
P&M-066 Boat to carry atleast 20 persons hour input
P&M-067 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour input
P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour input
P&M-069 Cold milling machine @ 20 cum per hour hour input
P&M-070 Crane 5 tonne capacity (Rate adopted for 3 tonnes capacity ) hour 433.00
P&M-071 Crane 10 tonne capacity hour input
P&M-072 Crane 15 tonne capacity hour input
P&M-073 Crane 20 tonne capacity hour input
P&M-074 Crane 40 T capacity (Rate adopted for 35tonnes capacity ) hour 975.00
P&M-075 Crane with grab 0.75 cum capacity hour 2661.00
P&M-076 Compressor with guniting equipment along with accessories hour 500.00
P&M-077 Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. hour input
P&M-078 Epoxy Injection gun hour input
P&M-079 Generator 33 KVA (Rate of 30 KVA capacity) hour 1324.90
P&M-080 Generator 100 KVA hour 1387.00
P&M-081 Generator 250 KVA hour 2279.00
Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic
P&M-082 method of well sinking. hour input

P&M-083 Joint Cutting Machine with 2-3 blades (for rigid pavement)… hour input

P&M-084 Jack for Lifting 40 tonne lifting capacity. day input

P&M-085 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs input
P&M-086 Plate compactor hour 59.00
P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour input
P&M-088 Texturing machine (for rigid pavement) hour 115.63
P&M-089 Truck Trailor 30 tonne capacity hour input
P&M-090 Truck Trailor 30 tonne capacity t.km input
P&M-091 Tunnel Boring machine hour input
P&M-092 Vibrating Pile driving hammer complete with power unit and accessories. hour input

SOR 2022-23 Roads - Input

 P&M-093 Wet Mix Plant 100 TPH (Adopted the rate of 60TPH ) hour 2028.00
P&M-094 Wet Mix Plant 75 TPH (Adopted the rate of 60TPH hour 2028.00

SOR 2022-23 Roads - Input

 (B) Labour

Sl. No. Description of Labour Unit Rate

L-01 Blacksmith (IInd class) (Fitter C-II) day 575.00

L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 675.00

L-03 Blaster (Stone cutter) day 685.00

L-04 Carpenter I Class day 685.00

L-05 Chiseller (Head Mazdoor) day 610.00

L-06 Driller (Jumper) day 665.00

L-07 Diver day 665.00

L-08 Fitter day 660.00

L-09 Mali day 550.00

L-10 Mason (IInd class) day 550.00

L-11 Mason (Ist class) day 580.00

L-12 Mate / Supervisor (Asphalt sprayer) day 550.00

L-13 Mazdoor / man Mazdoor / Women mazdoor day 520.00

L-14 Mazdoor (Semi Skilled) day 550.00

L-15 Mazdoor/Dresser/Sinker (Skilled) (blaster rate) day 580.00

L-16 Medical Officer(assumed as work inspectorwith BE qualification) day 1250.00

L-17 Operator(grouting) day 605.00

L-18 Painter I class day 665.00

L-19 Para medical personnel(assumed as work inspector with I.T.I qualification) day 695.00

L-20 Painter II class day 550.00

L-21 Watchman/Security Guard day 520.00

(C) Materials

Sl. No. Description Unit Rate

M-001 Stone Boulder of size 150 mm and below at Cruser Plant cum 408.46

M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site cum 470.46

M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 382.46

M-004 Coarse sand at Mixing Plant cum 1734.13

M-005 Coarse sand at Site cum 1734.13

M-006 Fine sand at Site cum 1734.13

M-007 Moorum at Site cum 319.78

M-008 Gravel/Quarry spall at Site Cum 172.90

SOR 2022-23 Roads - Input

 M-009 Granular Material or hard murrum for GSB works at Site Cum 172.90

M-010 Granular Material or hard murrum for GSB works at Mixing Plant Cum 172.90

M-011 Fly ash conforming to IS: 3812 ( Part II & I) at HMP Plant / Batching Plant / Crushing Plant Cum 75.00

M-012 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) (Assumed Average rate of 150mm and 40) Cum 767.96

Rate at Plant
Description Unit (HMP/Batching) Rate at Site

M-013 Close graded Granular sub-base Material 53 mm to 9.5 mm cum 1182.46 1182.46

M-014 Close graded Granular sub-base Material 37.5 mm to 9.5 mm cum 1136.21 1136.21

M-015 Close graded Granular sub-base Material 26.5 mm to 9.5 mm cum 1273.46 1273.46

M-016 Close graded Granular sub-base Material 9.5 mm to 4.75 mm cum 1099.96 1099.96

M-017 Close graded Granular sub-base Material 9.5 mm to 2.36 mm cum 1041.12 1041.12

M-018 Close graded Granular sub-base Material 4.75mm to 2.36 mm cum 923.46 923.46

M-019 Close graded Granular sub-base Material 4.75mm to 75 micron mm cum 921.96 921.96

M-020 Close graded Granular sub-base Material 2.36 mm cum 920.46 920.46

M-021 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. cum 920.46 920.46

M-022 Coarse graded Granular sub-base Material 2.36 mm & below cum 920.46 920.46

M-023 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm cum 921.96 921.96

M-024 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm cum 923.46 923.46

M-025 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm cum 1099.96 1099.96

M-026 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm cum 1223.66 1223.66

M-027 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm cum 1273.46 1273.46

M-028 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm cum 1136.21 1136.21

M-029 Coarse graded Granular sub-base Material 53 mm to 26 .5mm cum 1105.79 1105.79

M-030 Aggregates below 5.6 mm cum 921.96 921.96

M-031 Aggregates 22.4 mm to 2.36 mm cum 1145.06 1145.06
M-032 Aggregates 22.4 mm to 5.6 mm cum 1200.46 1200.46
M-033 Aggregates 45 mm to 2.8 mm cum 1167.03 1167.03
M-034 Aggregates 45 mm to 22.4 mm cum 1256.79 1256.79
M-035 Aggregates 53 mm to 2.8 mm cum 1130.33 1130.33
M-036 Aggregates 53 mm to 22.4 mm cum 1160.96 1160.96
M-037 Aggregates 63 mm to 2.8 mm cum 1089.46 1089.46
M-038 Aggregates 63 mm to 45 mm cum 921.12 921.12
M-039 Aggregates 90 mm to 45 mm cum 921.12 921.12
M-040 Aggregates 10 mm to 5 mm cum 1099.96 1099.96
M-041 Aggregates 11.2 mm to 0.09 mm cum 1010.96 1010.96
M-042 Aggregates 13.2 mm to 0.09 mm cum 1063.86 1063.86
M-043 Aggregates 13.2 mm to 5.6 mm cum 1158.46 1158.46
M-044 Aggregates 13.2 mm to 10 mm cum 1225.46 1225.46
M-045 Aggregates 20 mm to 10 mm cum 1259.12 1259.12
M-046 Aggregates 25 mm to 10 mm cum 1273.46 1273.46
M-047 Aggregates 19 mm to 6 mm cum 1200.46 1200.46
M-048 Aggregates 37.5 mm to 19 mm cum 1256.79 1256.79
M-049 Aggregates 37.5 mm to 25 mm cum 1221.96 1221.96
M-050 Aggregates 6 mm nominal size cum 1024.46 1024.46
M-051 Aggregates 10 mm nominal size cum 1175.46 1175.46
M-052 Aggregates 13.2/12.5 mm nominal size cum 1275.46 1275.46
M-053 Aggregates 20 mm nominal size cum 1326.46 1326.46
M-054 Aggregates 25 mm nominal size cum 1316.46 1316.46
M-055 Aggregates 40 mm nominal size cum 1127.46 1127.46

Sl. No. Description Unit Rate

SOR 2022-23 Roads - Input

 M-056 AC pipe 100 mm dia metre 288.00
M-057 Acrylic polymer bonding coat litre 252.00
M-058 Alluminium Paint litre 297.00
M-059 Aluminium alloy plate 2mm Thick sqm 401.00
M-060 Aluminium alloy/galvanised steel tonne 70799.00
Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle
M-061 iron, cost of drilling holes, nuts, bolts etc.and signs as applicable sqm 7512.00

M-062 Aluminium studs 100 x 100 mm fitted with lense reflectors nos 218.00
M-063 Barbed wire kg 102.00
M-064 Bearing (Cost of parts) nos 573.00
M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne ) nos 798.00
Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing
M-066 steel laminates by the process of vulcanisation,) nos x

M-067 Bearing (Forged steel roller bearing of 250 tonne nos x

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding
M-068 surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly nos x
painted with all components

M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos x

M-070 Bearing (Supply of sliding plate bearing of 80 tonne) nos x
M-071 Bentonite kg 9.00
M-072 Binding wire kg 71.00
M-073 Bitumen ( Emulsion SS ) tonne 45897.00
M-074 Bitumen (30-40 Grade ) VG-30 tonne
M-075 Bitumen (80-100 grade) VG-40 tonne 50534.00
M-076 Bitumen (Cutback ) tonne
M-077 Bitumen (emulsion) RS tonne 43428.00
M-078 Bitumen (modified graded) (CRMB 60) tonne 49622.00
M-079 Brick (as SSR 2018-19 building materials S. No -1 (1) each 9.00
M-080 C.I.shoes for the pile kg 60.00
M-081 Cement tonne 5400.00
M-082 Cold twisted bars (HYSD Bars) FE 500 tonne 60000.00
M-083 Coller for joints 300 mm dia nos 188.00
M-084 Compressible Fibre Board (20mm thick) sqm 597.00
M-085 Connectors/ Staples each 80.00
M-086 Copper Plate(12m long x 250mmwide) kg 308.00
M-087 Corrosion resistant Structural steel tonne 60000.00
M-088 Corrugated sheet, 3 mm thick, "Thrie" beam section railing kg 60.00
M-089 Credit for excavated rock found suitable for use (Note:- as per TS SOR 18-19, Pg.26, S.No 101) cum 222.00
M-090 Curing compound . ( TS SOR 18-19, Pg.23, S.No 15) liter 143.00
M-091 Delineators from ISI certified firm as per the standard drawing given in IRC - 79 each 2047.00
M-092 Earth Cost or compensation for earth taken from private land cum 72.00
Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit
M-093 conforming to clause 915.1 of IRC: 83 (part II), metre X

M-094 Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each 100 nos 1200.00
M-095 Epoxy compound with accessories for preparing epoxy mortar kg 362.00
M-096 Epoxy mortar kg 120.00
M-097 Epoxy primer kg 603.00
M-098 Epoxy resin-hardner mix for prime coat kg 761.00
M-099 Flag of red color cloth 600 x 600 mm ( As per AP SOR 18-19, M-099) each 26.00
M-100 Flowering Plants each 49.00
M-101 Galvanised MS flat clamp nos 194.00

M-102 Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size. sqm 188.00

M-103 Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long kg 962.00
M-104 Gelatin 80% old rare kg 68.00
M-105 Geo grids sqm x

SOR 2022-23 Roads - Input

 M-106 Geomembrane - 750 micron sqm x
M-107 Geonets sqm x
M-108 Geotextile sqm 50.00
M-109 Geotextile filter fabric (250 gsm) sqm 59.00
M-110 GI bolt 10 mm Dia nos x
M-111 Grouting pump with agitator hour 445.90
M-112 Grass (Doob) kg 8.00
M-113 Grass (Fine) kg 10.00
M-114 HDPE pipes 75mm dia metre 48.00
M-115 HDPE pipes 90mm dia metre 56.00
M-116 Hedge plants each input
M-117 Helical pipes 600mm diameter metre input
M-118 Hot applied thermoplastic compound litre 148.00
M-119 HTS strand as per GO HT Wire 4mm tonne 65000.00
M-120 Joint Sealant Compound kg 70.00

M-121 Jute netting, open weave, 2.5 cm square opening for seeding and Mulching (As per AP SOR 18-19, M-121) sqm 94.00

M-122 LDO for steam curing litre 70.00

M-123 M.S. Clamps nos x
M-124 M.S. Clamps (structural steel rate adopted ) kg 60.00
M-125 M.S.shoes @ 35 Kg per pile of 15 m (structural steel rate adopted ) kg 60.00
M-126 Mild Steel bars tonne 60000.00

Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and
upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements,
M-127 support and control system, all steel sections protected against corrosion and installed by the manufacturer or his metre input
authorised representative

Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box
seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal,
M-128 anchorage elements, support and control system, all steel sections protected against corrosion and installed by the metre input
manufacturer or his authorised representative

M-129 Nipples 12mm nos 22.00

M-130 Nuts and bolts kg 85.00

M-131 Paint litre 228.00

M-132 Pavement Marking Paint litre 148.00
M-133 Paving Fabric sqm x
M-134 Perforated geosynthetic pipe 150 mm dia metre x
M-135 Perforated pipe of cement concrete, internal dia 100 mm metre x
M-136 Pesticide kg 75.60
M-137 Pipes 200 mm dia, 2.5 m long for drainage metre 381.00
M-138 Plastic sheath, 1.25 mm thick for dowel bars sqm 57.00
M-139 Plastic tubes 50 cm dia, 1.2 m high nos input
M-140 Polymer braids metre input

M-141 Pre moulded Joint filler,25 mm thick for expansion joint. sqm input

M-142 Pre-coated stone chips of 13.2 mm nominal size cum input

Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised
M-143 in a single operation for the full length of a joint to ensure water tightness. metre input

M-144 Pre-moulded asphalt filler board sqm 597.00

M-145 Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days kg input
M-146 Primer (As per SSR of building items - rate of grade -I cement primer has been adopted ) kg 173.00
M-147 Quick setting compound kg 82.00
M-148 Random Rubble Stone cum 573.46
M-149 RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia metre input
M-150 RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia metre input
M-151 RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia metre input

SOR 2022-23 Roads - Input

 M-152 Reflectorising glass beads kg 123.00

SOR 2022-23 Roads - Input

 M-153 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips) metre 500.00
M-154 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips) metre 500.00
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced
M-155 polymer/polymeric strips) metre 500.00

M-156 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips) metre 500.00
M-157 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips) metre 500.00
M-158 Rivets(As per AP SOR 18-19, M-158) each 8.00
M-159 Sand bags (Cost of sand and Empty cement bag)(Note:- as per TS SOR 18-19, Sl.no-97, P-26) nos 37.00
M-160 Sapling 2 m high 25 mm dia each input
M-161 Scrap tyres of size 900 x 20 nos 82.00
M-162 Seeds (Assumed L.S rate) kg 22.00
M-163 Selected earth excluding seignorage cum 72.00
M-164 Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 19.00
M-165 Sheathing duct metre 54.00
M-166 Shrubs(As per Old SSR)) each 19.00

M-167 Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing (Assuming L.S rate of Rs 150/- per Cum) cum 150.00

M-168 Sodium vapour lamp of 250W (Market rate) each input

M-169 Square Rubble Coursed Stone cum 584.46

M-170 Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level each

M-171 Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level each

M-172 Steel drum 300 mm dia 1.2 m high/empty bitumen drum nos input
M-173 Steel helmet and cushion block on top of pile head during driving. kg input
M-174 Steel pipe 25 mm external dia as per IS:1239 metre 318.00
M-175 Steel pipe 50 mm external dia as per IS:1239 metre 625.00
M-176 Steel wire rope 20 mm kg 213.00
M-177 Steel wire rope 40 mm kg 236.00
M-178 Strip seal expansion joint metre 7800
M-179 Structural Steel tonne 60000.00

M-180 Super plastisizer admixture IS marked as per 9103-1999 (As per Input data for building items no 804 page no 168) kg 119.00

M-181 Synthetic Geogrids as per clause 3102.8 and approved design and specifications. sqm 500.00
M-182 Through and bond stone each 250.46
M-183 Tie rods 20mm diameter nos 58.00
M-184 Tiles size 300 x 300 mm and 25 mm thick (As per SSR buildings meterial S.No 87) each input
M-185 Timber cum input
M-186 Traffic cones with 150 mm reflective sleeve nos input
M-187 Tube anchorage set complete with bearing plate, permanent wedges etc nos input
M-188 Unstaked lime ( as per I&C ) tonne 950.62
M-189 Water (Rural) KL 80.00
M-190 Water based cement paint ( Buildng SOR) litre 173.00
M-191 Welded steel wire fabric (Note:- as per TS SOR 18-19, Sl.no-90, P-26) kg 181.00
M-192 Wire mesh 50mm x 50mm size of 3mm wire ( as per AP SOR 2018-19) kg 282.00
M-193 Wooden ballies 2" Dia for bracing each input
M-194 Wooden ballies 8" Dia and 9 m long each input
M-195 Wooden packing ( as per AP-2018-19 - M-195) cum 1286.00
M-196 Wooden staff for fastening of flag 25 mm dia, one m long ( as per AP-2018-19 - M-196) each 82.00
M-197 Diesel Ltr

Overheads for Road Works 5%

Contractors profit for Road Works 10%

for input of Overheads or Contractors profit please type in collum C as

Overheads for Bridge Works 5% like below

SOR 2022-23 Roads - Input

 Overheads for Bridge Works Type symble of apostrope(') then input value then one space then symble
(Rehabilitation) 10 % of percentage (%) for example '08 %

SOR 2022-23 Roads - Input

 Contractors profit for Bridge Works 10%

Lead from Mixing Plant to working site 57.00 km

Lead for E/W borow area to site 5 km

Lead for fly ash from source to site - km

Items No. as per

MoRTH standard Summary of Rates calculated and used for analysis of rates of other items Unit Rate
data book

per cm height per

Item 8.3 Printing new letter and figures of any shade (ii) English Roman letter #VALUE!

Item 8.8 Painting Two Coats on New Concrete Surfaces sqm #VALUE!
Item 8.9 Painting angle iron post two coats sqm #VALUE!
Item 12.6 (B) Cement mortor 1:2 (Excluding OH & CP) cum #VALUE!
Item 12.6 (A) Cement mortor 1:3 (Excluding OH & CP) cum #VALUE!
Item 12.6 (D) Cement mortor 1:6 (Excluding OH & CP) cum #VALUE!
Item 12.7 (A ) Course Rubble masonary in cement mortor 1:3 (including OH & CP) cum #VALUE!
Item 12.7 (Addl) B) Random Rubble masonary in cement mortor 1:6 (including OH & CP) cum #VALUE!
Item 12.8 (A) PCC Grade M15 including OH & CP for Open Foundation by Mixer cum #VALUE!
Item 12.8 (A) PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (B) PCC PCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (C) RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (C) RCC RCC Grade M20 including OH & CP for Open Foundation by Batching Plant cum #VALUE!
Item 12.8 (C) RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant cum #VALUE!
Item 12.8 (D) PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (D) PCC Grade M25 including OH & CP for Open Foundation by Batching Plant cum #VALUE!
Item 12.8 (D) PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant cum #VALUE!
Item 12.8 (E) RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (E) RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant cum #VALUE!
Item 12.8 (F) PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (F) PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant cum #VALUE!
Item 12.8 (G) RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (G) RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant cum #VALUE!
Item 12.8 (H) RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.8 (H) RCC Grade M35 including OH & CP for Open Foundation by Batching Plant cum #VALUE!
Item 12.8 (H) RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant cum #VALUE!
Item 12.8 (H) RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant cum #VALUE!
Item 12.11 (C) i PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching
Item 12.11 (C) i cum #VALUE!
Plant
Item 12.11 (C) ii PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching
Item 12.11 (C) ii cum #VALUE!
Plant
Item 12.11 (C) iii PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by
Item 12.11 (C) iii Batching Plant cum #VALUE!
Item 12.11 (C) iv PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer cum #VALUE!
Item 12.11 (C) iv PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant cum #VALUE!
PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching
Item 12.11 (C) iv Plant cum #VALUE!

Item 12.11 (F) iv PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant cum #VALUE!
Item No. 3.13 Excavation for Structures (Manual Means) cum #VALUE!
Item No. 3.13 Excavation for Structures (Mechenical Meanse) cum #VALUE!
Item 14.1(A) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum #VALUE!
Item 14.1(B) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum #VALUE!
Item 14.1(E) RCC Grade M20 for super-structure including OH & CP by Batching Plant cum #VALUE!

SOR 2022-23 Roads - Input

 Item 14.1(C) RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant cum #VALUE!
Item 14.1(C) RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant cum #VALUE!
Item 14.2 A Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP tonne #VALUE!
Item 13.6 Supplying, fitting and placing HYSD including OH & CP for sub-structure tonne #VALUE!
Item 5.17 Fog Seal sqm #VALUE!
Item 5.21 Case-I Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm sqm #VALUE!
Item 5.21 Case-II Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm sqm #VALUE!
Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area
Item 5.21 Case-IV above 50 % sqm #VALUE!

Item 5.21 Case-IV Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile sqm #VALUE!
Item 5.15 Case-I Slurry Seal Case-I 5 mm thickness sqm #VALUE!
Item 5.15 Case-II Slurry Seal Case-II 3 mm thickness sqm #VALUE!
Item 5.15 Case-III Slurry Seal Case III 1.5 mm thickness sqm #VALUE!
Item 5.9 Case-I Surface Dressing Case-I 19 mm nominal chipping size sqm #VALUE!
Item 5.9 Case-II Surface Dressing Case-II 13 mm nominal size chipping sqm #VALUE!
Rate at Plant
Description (HAND BROKEN) Unit (HMP/Batching) Rate at Site

M-197 Aggregates 60 mm to 63 mm CUM #NAME? #NAME?

M-198 Aggregates 50mm to 55 mm CUM #NAME? #NAME?

M-199 Aggregates 40 mm to45 mm CUM #NAME? #NAME?

M-200 Aggregates 25 mm to27 mm CUM #NAME? #NAME?

M-201 Aggregates 20 mm to 22 mm CUM #NAME? #NAME?

M-202 Aggregates 90mm to 45 mm CUM Err:509 Err:509

M-203 Aggregates 63mm to 45 mm CUM Err:509 Err:509

M-204 Aggregates 53 mm to 22.4 mm CUM Err:509 Err:509

Crushed metal

M-205 Aggregates 53 mm to 26.5 mm CUM 1105.79 1105.79

M-206 Aggregates 26.5 mm to 4.75 mm CUM 1223.66 1223.66

M-207 Aggregates 9.5mm to 4.75 mm CUM 1099.96 1099.96

M-208 Aggregates 2.36 mm below CUM 920.46 920.46

M-209 Aggrgates 53 to 9.5 mm CUM 1182.46 1182.46

M-210 Aggrgates 26.5 to 9.5 mm CUM 1273.46 1273.46

M-211 Aggrgates 9.5 mm to 2.36 mm CUM 1041.12 1041.12

M-212 Aggrgates 4.75mm to 2.36 mm CUM 923.46 923.46

FOR cement treated sub base/

base for item 4.6 of SDB

M-213 Aggregates 37.5mm to 9.5 mm cum 1136.21 0.00

M-214 Aggregates 9.5 mm to 4.75 mm cum 1099.96 0.00

M-215 Aggregates 4.75mm to 75 micron cum 921.96 0.00

M-216 sand for filling cum 2589.21 2589.21

M-217 Stone dust (2.36 mm to 75 microns ) for WMM cum 920.46 920.46

M-218 bitumen grade 30/40 (Bulk) ( 60/70 grade adopted) tonne 50534.00 50534.00

M-219 stone chips size 13.2 mm cum 1275.46 1275.46

M-220 Seignorage for earth cum 0.00 0.00

20 mm SS 5 crushed Hard broken granite

M-221 metal cum 1326.46 1326.46

40 mm SS 5 crushed Hard broken granite

M-222 metal cum 1127.46 1127.46

10 mm SS 5 crushed Hard broken granite

M-223 metal cum 1175.46 1175.46

M-224 stone for rubble masonary cum 573.46 573.46

M-225 Bond stone for rubble masonery each 250.46 250.46

SOR 2022-23 Roads - Input

 Rates of Material for the Year 2023-24

Deduct
Rate of Machine Total Rate as
Deduct initial
Base rate material after Blasting crushing Conveyance per SSR 2023-
S.No Description of Material Unit Stacking lead
of Material deducting charges charges cost 24 excluding
Charges charges of
Stacking @ 25% taxes
1 Km

1 75mm metal (IS 383,1970) Cum 443.00 0.00 443.00 ---- 0.00 255.42 -36.967 661.46
2 65mm metal (IS 383,1970) Cum 493.00 0.00 493.00 ---- 0.00 255.42 -36.97 711.46
3 60 - 63 mm metal (IRC-MORTH) Cum 544.00 0.00 544.00 ---- 0.00 255.42 -36.97 762.46
4 50 - 55 mm metal (IRC-MORTH) Cum 655.00 0.00 655.00 ---- 0.00 255.42 -36.97 873.46
5 40 - 45 mm metal (IRC-MORTH) Cum 909.00 0.00 909.00 255.42 -36.97 1127.46
6 25 - 27 mm metal (IRC-MORTH) Cum 1098.00 0.00 1098.00 255.42 -36.97 1316.46
7 19 - 22 mm metal (IRC-MORTH) Cum 1108.00 0.00 1108.00 255.42 -36.97 1326.46
8 12 - 14 mm metal (IRC-MORTH) Cum 1057.00 0.00 1057.00 255.42 -36.97 1275.46
9 10 - 11.2 mm metal (IRC-MORTH) Cum 957.00 0.00 957.00 255.42 -36.97 1175.46
10 5mm to 7mm metal (IRC-MORTH) Cum 806.00 0.00 806.00 255.42 -36.97 1024.46
11 2.36mm to 5mm metal (IRC-MORTH) Cum 705.00 0.00 705.00 255.42 -36.97 923.46
Stone dust(HBG stone chips 2.36 mm and
12 Cum 567.00 0.00 567.00 ---- 135 255.42 -36.97 920.46
below )
13 Stone boulders of size 150mm Cum 100.00 0.00 100.00 90.00 ---- 255.42 -36.97 408.46
14 Supply of stone 150 -200 mm size Cum 162.00 0.00 162.00 90.00 ---- 255.42 -36.97 470.46
Boulder with minimum size of 300 mm for
15 Cum 164.00 0.00 164.00 ---- 255.42 -36.97 382.46
Pitching at Site
16 Lime Cum 989.00 0.00 989.00 ---- 0.00 -38.38 950.62
17 Gravel Cum 109.00 0.00 109.00 ---- ---- 102.28 -38.38 172.90
18 Sand for mortar (Concrete) Cum 662.00 0.00 662.00 ---- ---- 1110.50 -38.38 1734.13
19 Sand for filling, blindage Cum 662.00 0.00 662.00 ---- ---- 1965.59 -38.38 2589.21
20 Bulk Bitumen Grade (VG-40) MT 50534.00
21 Bulk Bitumen Grade 80/100 (VG-10) MT
22 Modified Bitumen CRMB 60 MT 49622.00
23 Bitumen emulsion (Bulk) - RS1 MT 43428.00
24 Bitumen emulsion (Bulk) - SS1 MT 45897.00
25 Cement MT 5400.00 5400.00 ---- ---- 0.00 5400.00
26 20 mm metal SS 5 (IS383,1970) Cum 1108.00 0.00 1108.00 255.42 -36.97 1326.46
27 40 mm metal ss5 (IS383,1970) Cum 909.00 0.00 909.00 255.42 -36.97 1127.46
28 10 mm metal ss5 (IS383,1970) Cum 957.00 0.00 957.00 255.42 -36.97 1175.46
29 RR masonary (Granite) Cum 265.00 0.00 265.00 90.00 ---- 255.42 -36.97 573.46
30 CR masonary Cum 276.00 0.00 276.00 90.00 ---- 255.42 -36.97 584.46
31 Bond stone each 32.00 0.00 32.00 ---- ---- 255.42 -36.97 250.46
32 Fe 500 steel MT 60000.00 60000.00 ---- ---- 0.00 60000.00
33 Mild steel rods MT 60000.00 60000.00 ---- ---- 0.00 60000.00
34 Structural steel MT 60000.00 60000.00 ---- ---- 0.00 60000.00
35 HT wire 4mm MT 65000.00 65000.00 ---- ---- 0.00 65000.00
Murrum Cum 255.00 255.00 ---- ---- 102.28 -37.50 319.78
 Average rates of material

S.No Description Unit Average Rate

1 Aggregates below 5.6mm Cum 921.96
2 Aggregates 22.4 mm to 2.36 mm Cum 1145.06
3 Aggregates 22.4 mm to 5.6 mm Cum 1200.46
4 Aggregates 45 mm to 2.8 mm Cum 1167.03
5 Aggregates 45 mm to 22.4 mm Cum 1256.79
6 Aggregates 53 mm to 2.8 mm Cum 1130.33
7 Aggregates 53 mm to 22.4 mm Cum 1160.96
8 Aggregates 63 mm to 2.8 mm Cum 1089.46
9 Aggregates 63 mm to 45 mm Cum 921.12
10 Aggregates 10 mm to 5 mm Cum 1099.96
11 Aggregates 11.2 mm to 0.99 mm Cum 1010.96
12 Aggregates 13.2 mm to 0.99 mm Cum 1063.86
13 Aggregates 13.2mm to 5.60 mm Cum 1158.46
14 Aggregates 13.2 mm to 10 mm Cum 1225.46
15 Aggregates 20 mm to 10 mm Cum 1259.12
16 Aggregates 25 mm to 10 mm Cum 1273.46
17 Aggregates 19 mm to 6 mm Cum 1200.46
18 Aggregates 37.5 mm to 19 mm Cum 1256.79
19 Aggregates 37.5 mm to 25 mm Cum 1221.96
20 Aggregates 6mm nominal size Cum 1024.46
21 Aggregates 10 mm nominal size Cum 1175.46
22 Aggregates 13.2/12.5 mm nominal size Cum 1275.46
23 Aggregates 20 mm nominal size Cum 1326.46
24 Aggregates 25 mm nominal size Cum 1316.46
25 Aggregates 40 mm nominal size Cum 1127.46

26 Filter media avg of 150mm & 40mm) (Hand broken) Cum 767.96

27 Aggregates 4.75 mm to 75 microns Cum 921.96

28 Aggregates 37.5 mm to 9.5 microns Cum 1136.21
29 Aggregates 9.5 mm to 75 microns Cum 1010.96
30 Aggregates 53 to 26.5 Cum 1105.79
31 Aggregates 26.5 to 4.75 Cum 1223.66
32 Aggergates 9.5 mm to 4.75 mm Cum 1099.96
33 Aggregates 2.36 mm and below (stone dust) Cum 920.46
34 Aggregates 53mm to 9.5 mm Cum 1182.46
35 Aggregates 26.5mm to 9.5 mm Cum 1273.46
36 Aggregates 9.5 mm to 2.36 mm Cum 1041.12
37 Aggregates 4.75mm to 2.36 mm Cum 923.46
42 Aggregates 20mm SS 5 Cum 1326.46
 Lead Statement
Description Lead Lead up to 5 km to 30 Km Beyond Total Lead Remarks
5km 30Km Charges

Metal (Crusher to Plant) 15.00 102.28 153.15 255.42

Metal (WMM) (Crusher to Plant) 16.00 102.28 168.46 270.74
Metal (WMM) (Plant to Project Reach) 27.00 102.28 336.93 439.20
Sand (Natural) 146.00 102.28 382.87 1,480.44 1,965.59 1110.50
Sand (Manufactured) 15.00 102.28 153.15 255.42
Bitumen 683.00 2,732.00
Emulsion 633.00 2,532.00
Gravel / Murrum 5.00 Avg Lead 5 Km
102.28 102.28 Considered
RCC pipes - 1200 69.00 284.76 787.84 0.00 1,072.60
 LEAD CHART

Sand Beechupally Reach

on NH-44
103.5 Km

Working Reach
Tukkuguda
Km.18 km 23/000 30+500 77+100 km
108/800

52.8 Km
14 Km

Crusher
Mirkhanpet
.
Pipes
Plant 15 Km

1) Lead Plant to Site

Plant to project reach @ km.30+500 14.00 2 Metal Lead (Mirkhanpet Crusher)
Average lead on Project road from km 23/0 to 42.90 Crusher to Plant @ km. 30+500 15.00
108/800
Total 56.90 km Total 15.00 km
Say 57.00 km Say 15.00 km

3 Sand 4 Bitumen Lead (VG-40)

Beechupally to Project Reach @ 77+100 via 103.50 From IOCL Chennai To 30+500 669.30
Nagarkarnool road
Average lead on Project road from km 23/0 to 42.90 Plant from project reach @ km. 14.00
108/800 30+500
Total 146.40 km

Say 146.00 km Total 683.30 km

Say 683.00 km

5 Bitumen Lead (CRMB-60) 6 Emulsion Lead

From IOCL Chennai To 30+500 669.30 From IOCL Chennai To Project reach 590.00
@ km.108+800
Plant from project reach @ km. 30+500 14.00 Average lead on Project road from km 42.90
23/0 to 108/800
Total 632.90 km
Total 683.30 km Say 633.00 km
Say 683.00 km
8 Pipes
7 Gravel/Morrum on NH 65 45.00
Avg Lead 5.00 Less 20/2 on NH-65 -20.20
On ORR Peddaamberpet to Tukkuguda 28.00
Total 5.00 km Tukkuguda(Km.18) to Site 16.00
Say 5.00 km Total 68.80 km
Say 69.00 km
 CONVEYANCE CHARGES FOR MACHINERY EXCLUDING LOADING,UNLOADING AND IDLE HIRE CHARGES OF MACHINERY FOR THE YEAR: 2022-23

Rubble/Size
Earth / Sand Cement/ Steel/ PCC slabs/
stones/ Cut Trucks and Trucks per
/Gravel / Murrum/ RCC poles/ AC & Shahabad slabs/
Sl No Distance Unit Stones/ Coarse tippers per cu.met 1000 nos. of Remarks
Lime/ Surki/ per GI sheets/ Packed CC & Laterite
aggregate per or water/ 10 00 bricks
cu.meter materials/tonne blocks/ Wood/ cum
cu.meter

C-1 Lead up to 1 km Cum 38.38 36.97 23.15 54.39 22.53 61.61

C-2 Lead up to 2 km Cum 53.69 51.75 32.39 76.13 31.51 86.26
C-3 Lead up to 3 km Cum 71.56 71.56 44.71 105.27 42.07 115.04
C-4 Lead up to 4 km Cum 86.87 86.87 54.31 127.80 51.05 139.68
C-5 Lead up to 5 km Cum 102.28 102.28 63.90 150.33 60.03 164.33
C-6 for Every km beyond 5 km up to 30 km Cum 15.31 15.31 9.59 22.53 8.98 24.64
C-7 for Every km beyond 30 km Cum 12.76 12.76 8.01 18.84 7.48 20.51

Loading and Unloading Charges by Mechanical means including idle hire charge of trucks
LU - 1 Loading Charges Cum - -
LU - 2 Unloading Charges Cum - -

Including O & P overheads & profits

Rubble/Size
Earth / Sand Cement/ Steel/ PCC slabs/
stones/ Cut Trucks and Trucks per
/Gravel / Murrum/ RCC poles/ AC & Shahabad slabs/
Sl No Distance Unit Stones/ Coarse tippers per cu.met 1000 nos. of Remarks
Lime/ Surki/ per GI sheets/ Packed CC & Laterite
aggregate per or water/ 10 00 bricks
cu.meter materials/tonne blocks/ Wood/ cum
cu.meter
C-1 Lead up to 1 km Cum 43.60 42.00 26.30 61.80 25.60 70.00
C-8 Lead up to 2 km Cum 61.00 58.80 36.80 86.50 35.80 98.00
C-9 Lead up to 3 km Cum 81.30 81.30 50.80 119.60 47.80 130.70
C - 10 Lead up to 4 km Cum 98.70 98.70 61.70 145.20 58.00 158.70
C - 11 Lead up to 5 km Cum 116.20 116.20 72.60 170.80 68.20 186.70
C - 12 for Every km beyond 5 km up to 30 km Cum 17.40 17.40 10.90 25.60 10.20 28.00
C - 13 for Every km beyond 30 km Cum 14.50 14.50 9.10 21.40 8.50 23.30

Loading and Unloading Charges by Mechanical means including idle hire charge of trucks
LU - 1 Loading Charges Cum - -
LU - 14 Unloading Charges Cum - -
 The weight of cement and steel for pipe
and collar are calculated as per
IS.458/2003.

Weight of Cement :(Wc) Weight ofSteel:(Ws)

For collar of 1000mmØ

(WC1)c = 3.14/4(1.388*1.388-1.23*1.23)*0.2*360 (Ws1)c=0.33kg/collar
23.38 kg/collar

For collar of 1200mmØ (Ws2)c=0.5 kg/collar

(WC2)c = 3.14/4*(1.628*1.628-1.44*1.44)*0.2*360
32.60 kg/collar
For pipe of 1000mmØ (Ws1)p=6.04 kg/m

(WC1)p = 3.14/4*(1.23*1.23-1*1)*360
144.95 kg/m
For pipe of 1200mmØ (Ws2)p=6.04 kg/m

(WC2)p = 3.14/4*(1.44*1.44-1.2*1.2)*360
179.06 kg/m

For pipe of 1000mm Ø

6 MM R1=[(52000-42000)/1000]*6.04 = Rs 60.4 Apr-21

RODS Rs- 60.4

cement R2=[(5600-5000)/1000]*144.945 = Rs 86.967 Apr-21

Rs per metre run 86.967

a Revised cost=9019+R1+R2 =Rs 9166.367

per metre 9166.367

For pipe of 1200mmØ

R1=[(52000-42000)/1000]*6.04 =Rs 60.4

R2=[(5600-5000)/1000]*179.06 =Rs 107.436

Revised cost=12206+R1+R2 =Rs 12373.836

per metre 12373.836

For collar of 1000mmØ

R1=[(52000-42000)/1000]*0.33 =Rs 3.3

per collar 3.3
 R2=[(5600-5000)/1000]*23.38 =Rs 14.028
per collar 14.028

b Revised Cost=1135+R1+R2=Rs 1152.328

per collar 1152.328

For collar of 1200mmØ

R1=[(52000-42000)/1000]*0.5 = Rs 5

R2=[5600-5000)/1000]*32.60 = Rs 19.56

Revised Cost=1795+R1+R2 =Rs 1819.56

per collar 1819.56

Input values for pipe:-

for 1000 mm=Rs 9535.11
a+4*b/12.5 per m 9535.11
for 1200 mm=Rs 12956.10
a+4*b/12.5 per m 12956.10

12956.10
 Bitumen and Emulsion rates including lead charges

Rates w.e.f. 16.11.2023

VG-30 VG-40 Emulsion (Bulk) (RS1) CRMB 55 Emulsion (Bulk) (SS1)

Chennai Mumbai Chennai Mumbai HINCOL Chennai HINCOL

Vizag HPCL Vizag HPCL Chennai ITPL Vizag HPCL Chennai IOCL
IOCL HPCL IOCL HPCL VIZAG IOCL VIZAG

Basic Price including 45432.00 45320.00 45420.00 47802.00 48320.00 47790.00 40696.0 41323.0 46890.0 46890.00 43165.0 45764.00

Lead from
Chennai 683.00
Vizag 735.00
Mumbai 751.00

2732.00 3004.00 2940.00 2732.00 3004.00 2940.00 2732.00 2940.00 2732.00 2940.00 2732.00 2940.00

Conveyance
charges for Bulk @ 2.00 per KM
Round the trip
48164.00 48324.00 48360.00 50534.00 51324.00 50730.00 43428.00 44263.00 49622.00 49830.00 45897.00 48704.00

Lowest BT rates adopted :- 48164.00 50534.00 43428.00 49622.00 45897.00

Note:-
Final rate of bitumen shall be lowest of Base rate of bitumen at Vizag/Chennai/Mumbai of HPCL/ IOCL and lead charges from the refinery to the project)