PUDUCHERRY REGION SUBDATA - Enathur | Kanchipuram

PUDUCHERRY REGION SUBDATA SubData 1 of 6 Code Description Qty Rate Unit Amount

2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - all kinds of soil.

Cost for 10 cum

0001 Mate 0.8000 260.00 Each 208.00

0028 Bhisthi 8.2000 250.00 Each 2050.00

Sub Total 2258.00 Add for LS 0.00 % 0.00 Add for Sundries 0.00

Total Cost for 10 cum 2258.00 Total Cost for 1 cum = Rs. 225.80

3.13A Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by manual means - depth upto 3m (Ordinary soil)

Cost for 10 cum

0001 Mate 0.3200 260.00 Each 83.20

0002 Mazdoor 8.0000 250.00 Each 2000.00



4.5.0 Labour for laying plain cement concrete in footings and bases for columns. Cost for 1 cum

0002 Mazdoor 1.6300 250.00 Each 407.50

0013 Mason (average) 0.1000 350.00 Each 35.00

Puducherry Region Page 1 of 6

SubData 2 of 6 Code Description Qty Rate Unit Amount

0028 Bhisthi 0.7000 250.00 Each 175.00

0335A H/c for concrete mixer 10-7 cft 0.0700 1200.00 day 84.00

0337A H/c for pin vibrator (needle) 0.0700 400.00 day 28.00



4.5.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

Cost for 1 cum

0101 Cement 0.3200 5300.00 Tonne 1696.00

0109 ISS HBG metal-20mm 0.6700 800.00 Cum 536.00

0132 Borrow area sand 0.4450 550.00 Cum 244.75

0400 Stone aggregate 10mm 0.2200 800.00 Cum 176.00

4.5.0 Labour for laying PCC in 1.0000 729.50 cum 729.50 footings&bases of columns

9999 Sundries 5.5000 1.21 LS 6.66



7.2 Plain cement concrete m-15 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level.

Cost for 10 cum

0001 Mate 1.0000 260.00 Each 260.00

0002 Mazdoor 17.0000 250.00 Each 4250.00

0007 Mason I class 0.5000 375.00 Each 187.50



0008 Mason II class 0.5000 325.00 Each 162.50

0028 Bhisthi 2.7000 250.00 Each 675.00

0100 Sand 4.5000 550.00 Cum 2475.00

0101 Cement 3.3000 5300.00 Tonne 17490.0 0


0335 H/c for concrete mixer 10-7 cft 5.0000 137.50 Hr. 687.50

0337 H/c for pin vibrator (needle) 5.0000 62.50 Hr. 312.50



7.6a Steel reinforcement for R.C.C. works including bending, binding and placing in position - mild steel and medium tensile steel bars.

Cost for 1 tonne

0001 Mate 0.7500 260.00 Each 195.00

0002 Mazdoor 5.0000 250.00 Each 1250.00

0003 Blacksmith I class 10.0000 300.00 Each 3000.00

0102 Mild steel 1.0500 36000.00 Tonne 37800.0 0

0144 Annealed steel wire 10.0000 47.00 Kg 470.00


Total Cost for 1 tonne 42715.00 Total Cost for 1 tonne = Rs. 42715.00

8.6B Painting new letters and figures of any shade with synthic enamel paint black or any other approved colour to give an even shade - English and Roman (hyphens and the like not to be measured and paid for)

Cost for 1600 Per let/Per cm ht



0001 Mate 0.2500 260.00 Each 65.00

0002 Mazdoor 1.5000 250.00 Each 375.00

0009 Painter I class 3.5000 300.00 Each 1050.00

0155 Premixed paint I class 0.5000 170.00 Litre 85.00


Total Cost for 1600 Per let/Per cm ht 1575.00 Total Cost for 1 Per let/Per cm ht = Rs. 0.98

8.8 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

Cost for 40 sqm

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 1.0000 250.00 Each 250.00

0014 Painter (average) 2.0000 285.00 Each 570.00

0382 Enamel paint 6.0000 170.00 Litre 1020.00


Total Cost for 40 sqm 1871.20 Total Cost for 1 sqm = Rs. 46.78

13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade-new steel work(Two or more coats)

Cost for 10 sqm


0060 Coolie 0.5400 180.00 Each 97.20

0843 Paints-ready mixed for steel 1.2500 170.00 litre 212.50 work

9999 Sundries 6.2500 1.21 LS 7.56





2110 Cement Mortar 1:6( 1 cement : 6 sand) Cost for 1 cum

0002 Mazdoor 0.7500 250.00 Each 187.50

0028 Bhisthi 0.0700 250.00 Each 17.50

0100 Sand 1.0700 550.00 Cum 588.50

0101 Cement 0.2500 5300.00 Tonne 1325.00

9999 Sundries 39.5700 1.21 LS 47.88



2112 Cement mortar 1:3 Cost for 1 cum

0002 Mazdoor 0.7500 250.00 Each 187.50

0028 Bhisthi 0.0700 250.00 Each 17.50

0100 Sand 1.0700 550.00 Cum 588.50

0101 Cement 0.5100 5300.00 Tonne 2703.00

9999 Sundries 15.5500 1.21 LS 18.82






2. Site Clearance and Dismantling MainData Code Description Qty Rate Unit Amount

2.3.1A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by manual means in area of light jungle.

Cost for 1 hectare

0001 Mate 6.0000 260.00 Each 1560.00

0002 Mazdoor 150.0000 250.00 Each 37500.00

0309 Hire charge for tractor 40-50 hp 1.0000 330.00 Hr. 330.00

Sub Total 39390.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 5908.50 45298.50 Add for Cess @ 1 % + VAT 2.8 % 1721.34 Total Cost for 1 hectare 47019.84 Total Cost for 1 hectare = Rs. 47019.84

2.3.2B Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by manual means in area of thorny jungle.

Cost for 1 hectare

0001 Mate 8.0000 260.00 Each 2080.00

0002 Mazdoor 200.0000 250.00 Each 50000.00



2.3.2C Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not Puducherry Region Page 43


exceeding 150mm in thickness - by mechanical means in area of light jungle.

Cost for 1 hectare

0001 Mate 0.1600 260.00 Each 41.60

0002 Mazdoor 4.0000 250.00 Each 1000.00


0317 Hire charge for buldozer (above 80 hp) 10.0000 2700.00 Hr. 27000.00


2.3.2D Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by mechanical means in area of thorny jungle.

Cost for 1 hectare

0001 Mate 0.2400 260.00 Each 62.40

0002 Mazdoor 6.0000 250.00 Each 1500.00




2.4.1A 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 Puducherry Region Page 44


material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by manual means (Lime concrete, cement concrete grade M-10 and below.

Cost for 1.25 cum

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00


Sub Total 349.50 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 52.43 401.93 Add for Cess @ 1 % + VAT 2.8 % 15.27 Total Cost for 1.25 cum 417.20 Total Cost for 1 cum = Rs. 333.76

2.4.1B 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 1000m - Lime/Cement Concrete - by manual means (Cement concrete grade M-15 and M-20).

Cost for 1.25 cum 0001 Mate 0.0500 260.00 Each 13.00

0002 Mazdoor 1.2500 250.00 Each 312.50



2.4.1C 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 1000m - Lime/Cement Concrete - by manual means (Prestressed / reinforced cement concrete grade Puducherry Region Page 45


M-20 & above)

Cost for 1.25 cum

0001 Mate 0.1500 260.00 Each 39.00

0002 Mazdoor 3.5000 250.00 Each 875.00

0011 Blacksmith (average) 0.2500 280.00 Each 70.00



2.4.1E 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 1000m - Lime/Cement Concrete - by mechanical means (Cement concrete grade M-15 & M-20).

Cost for 1.25 cum

0001 Mate 0.0200 260.00 Each 5.20

0002 Mazdoor 0.5000 250.00 Each 125.00


0601 H/c for Air Compressor 250 cfm 0.6700 260.00 Hr. 174.20


2.4.1F 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 Puducherry Region Page 46


material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by mechanical means (Prestressed / RCC grade M-20 and above)


0002 Mazdoor 0.9100 250.00 Each 227.50



0357 H/c for air compressor 300-340 cfm 1.0000 2200.00 Day 2200.00


2.4.2A 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 1000m - dismantling brick / tile work in lime mortor

Cost for 1.25 cum

0001 Mate 0.0200 260.00 Each 5.20

0002 Mazdoor 0.5000 250.00 Each 125.00



2.4.2B 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 Puducherry Region Page 47


scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in cement mortar

Cost for 1.25 cum

0001 Mate 0.0300 260.00 Each 7.80

0002 Mazdoor 0.7500 250.00 Each 187.50



2.4.2C 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 1000m - dismantling brick / tile work in mud mortar


0002 Mazdoor 0.4000 250.00 Each 100.00



2.4.2D 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 1000m - dismantling brick / tile work - dry brick pitching or brick soling. Puducherry Region Page 48


Cost for 1.25 cum

0001 Mate 0.0140 260.00 Each 3.64

0002 Mazdoor 0.3500 250.00 Each 87.50



2.4.3A 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 1000m - dismantling stone masonry - rubble stone masonry in lime mortar.

Cost for 1.25 cum

0001 Mate 0.0240 260.00 Each 6.24

0002 Mazdoor 0.6000 250.00 Each 150.00



2.4.3B 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 1000m - dismantling stone masonry - rubble stone masonry in cement mortar

Cost for 1.25 cum

Puducherry Region Page 49


0001 Mate 0.0300 260.00 Each 7.80

0002 Mazdoor 0.7500 250.00 Each 187.50



2.4.3C 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 1000m - dismantling stone masonry - rubble stone masonry in mud mortar


0002 Mazdoor 0.5000 250.00 Each 125.00



2.4.3D 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 1000m - dismantling stone masonry - dry rubble masonry.

Cost for 1.25 cum

0001 Mate 0.0180 260.00 Each 4.68

0002 Mazdoor 0.4500 250.00 Each 112.50





2.4.3E 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 1000m - dismantling stone masonry - dismantling stone pitching / dry stone spalls


0002 Mazdoor 0.4000 250.00 Each 100.00



2.4.3F 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 1000m - dismantling stone masonry - dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials.


0002 Mazdoor 0.5000 250.00 Each 125.00





2.4.4A 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 1000m - wood work wrought framed and fixed in frames of trusses upto a height of 5m. above plinth level.

Cost for 1.25 cum

0001 Mate 0.0600 260.00 Each 15.60

0002 Mazdoor 1.0000 250.00 Each 250.00

0006 Carpentar II class 0.5000 325.00 Each 162.50



2.4.5A 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 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet including dismembering

Cost for 1 tonne

0001 Mate 0.1435 260.00 Each 37.31

0002 Mazdoor 2.5625 250.00 Each 640.63





Sub Total 1021.04 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 153.16 1174.20 Add for Cess @ 1 % + VAT 2.8 % 44.62 Total Cost for 1 tonne 1218.82 Total Cost for 1 tonne = Rs. 1218.82

2.4.5B 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 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet excluding dismembering

Cost for 1 tonne

0001 Mate 0.2255 260.00 Each 58.63

0002 Mazdoor 2.0500 250.00 Each 512.50




2.4.5C 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 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet - Extra for cutting rivet

Cost for 10 each 0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.1300 250.00 Each 32.50




Sub Total 71.50 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 10.73 82.23 Add for Cess @ 1 % + VAT 2.8 % 3.12 Total Cost for 10 each 85.35 Total Cost for 1 each = Rs. 8.54

2.4.6A 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 1000m - Scraping of bricks dismantled from brick work including stacking in lime/cement mortar

Cost for 1000 nos 0001 Mate 0.1400 260.00 Each 36.40

0002 Mazdoor 3.5000 250.00 Each 875.00

Sub Total 911.40 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 136.71 1048.11 Add for Cess @ 1 % + VAT 2.8 % 39.83 Total Cost for 1000 nos 1087.94 Total Cost for 1 nos = Rs. 1.09

2.4.7A 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 1000m - Scraping of stone from dismantled stone masonry - in cement / lime mortar

Cost for 1 cum

0001 Mate 0.0600 260.00 Each 15.60

0002 Mazdoor 1.4000 250.00 Each 350.00

Sub Total 365.60 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00



Add for CP for Materials & Labour @ 15 % 54.84 420.44 Add for Cess @ 1 % + VAT 2.8 % 15.98 Total Cost for 1 cum 436.42 Total Cost for 1 cum = Rs. 436.42

2.4.7B 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 1000m - Scraping of stone from dismantled stone masonry in mud mortar

Cost for 1 cum

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.3000 250.00 Each 75.00

Sub Total 77.60 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 11.64 89.24 Add for Cess @ 1 % + VAT 2.8 % 3.39 Total Cost for 1 cum 92.63 Total Cost for 1 cum = Rs. 92.63

2.4.8A 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 1000m - Scraping plaster in lime or cement mortar from brick / stone masonry

Cost for 100 sqm

0001 Mate 0.1600 260.00 Each 41.60

0002 Mazdoor 4.0000 250.00 Each 1000.00


Sub Total 1147.20 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 172.08 1319.28 Add for Cess @ 1 % + VAT 2.8 % 50.13




2.4.9A 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 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - upto 600mm dia

Cost for 1 metre

0001 Mate 0.0200 260.00 Each 5.20

0002 Mazdoor 0.5200 250.00 Each 130.00

Sub Total 135.20 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 20.28 155.48 Add for Cess @ 1 % + VAT 2.8 % 5.91 Total Cost for 1 metre 161.39 Total Cost for 1 metre = Rs. 161.39

2.4.9B 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 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - Above 600mm to 900mm dia

Cost for 1 metre

0001 Mate 0.0300 260.00 Each 7.80

0002 Mazdoor 0.7000 250.00 Each 175.00




2.4.9C 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 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - Above 900mm dia

Cost for 1 metre 0001 Mate 0.0500 260.00 Each 13.00

0002 Mazdoor 1.2000 250.00 Each 300.00


2.5.1A Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - bituminous courses

Cost for 1 cum

0001 Mate 0.0600 260.00 Each 15.60

0002 Mazdoor 1.5000 250.00 Each 375.00



2.5.1B Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - Granular courses

Cost for 1 cum



0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00



2.5.2A Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by mechanical means - bituminous courses

Cost for 1 cum

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.3000 250.00 Each 75.00


0600 Farm tractor with ripper 0.0170 325.00 Hr. 5.53


2.6 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at disignated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Cost for 1 cum

0001 Mate 0.0300 260.00 Each 7.80

0002 Mazdoor 0.5000 250.00 Each 125.00

0022 Semi skilled mazdoor 0.5000 180.00 Each 90.00 Puducherry Region Page 58




0602 Joint cutting machine with 2-3 blades 1.0000 50.00 Hr. 50.00


2.7 Dismantling guard rails by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.

Cost for 1 Rmt

0001 Mate 0.0060 260.00 Each 1.56

0002 Mazdoor 0.1500 250.00 Each 37.50


Sub Total 55.56 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 8.33 63.89 Add for Cess @ 1 % + VAT 2.8 % 2.43 Total Cost for 1 Rmt 66.32 Total Cost for 1 Rmt = Rs. 66.32

2.8 Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 metre

Cost for 10 Rmt

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.1500 250.00 Each 37.50


Sub Total 106.10 Add for LS @ 0.00 % 0.00 Puducherry Region Page 59


Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 15.92 122.02 Add for Cess @ 1 % + VAT 2.8 % 4.64 Total Cost for 10 Rmt 126.66 Total Cost for 1 Rmt = Rs. 12.67

2.9 Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 metres

Cost for 10 Rmt

0001 Mate 0.0150 260.00 Each 3.90

0002 Mazdoor 0.2250 250.00 Each 56.25



2.10A Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - 5th Kilometre Stone.

Cost for 1 each

0001 Mate 0.1300 260.00 Each 33.80

0002 Mazdoor 0.7500 250.00 Each 187.50


Sub Total 270.80 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 40.62 311.42 Add for Cess @ 1 % + VAT 2.8 % 11.83 Total Cost for 1 each 323.25



Total Cost for 1 each = Rs. 323.25

2.10B Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - Hectometre stone


0002 Mazdoor 0.1000 250.00 Each 25.00



2.10C Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - Ordinary kilometre stone


0002 Mazdoor 0.5000 250.00 Each 125.00



2.11 Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 metres, stacking serviceable material and unserviceable material separately.



Cost for 10 Rmt

0001 Mate 0.1500 260.00 Each 39.00

0002 Mazdoor 3.0000 250.00 Each 750.00




2.12 Dismantling of CI water pipe line 600mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material seperately under supervision of department concerned.

Cost for 10 Rmt

0001 Mate 0.0900 260.00 Each 23.40

0002 Mazdoor 2.0000 250.00 Each 500.00

0070 Plumber 0.2500 300.00 Each 75.00

0603 Truck 10 tonne capacity 0.2500 280.00 Hr. 70.00

0604 Light crane 3 tonne capacity 0.5000 400.00 Hr. 200.00


2.13 Removal of cement concrete pipe of sewer gutter 1500mm dia under the supervision of department concerned including disposal with all lifts and upto a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.



Cost for 10 Rmt

0001 Mate 0.1000 260.00 Each 26.00

0002 Mazdoor 2.5000 250.00 Each 625.00


0605 Crane 5 tonne capacity 0.3000 280.00 Hr. 84.00


2.14 Removal of telephone / electric poles including excavation and dismantling of foundation concrete and lines under the supervision of department concerned, disposal with all lifts and upto a lead of 1000 metres and stacking of serviceable and unserviceable material separately.

Cost for 30 each

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00

0071 Electrician / Lineman 2.0000 280.00 Each 560.00




3. Earth Work , Erosion Control and Drainages MainData Code Description Qty Rate Unit Amount

3.1 Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.

Cost for 120 cum

0001 Mate 1.8000 260.00 Each 468.00

0002 Mazdoor 45.0000 250.00 Each 11250.00

0306 Hire charge for Tipper 5 T capacity 10.0000 286.00 Hr. 2860.00


3.2 Excavation in ordinary rock using manual means including loading in truck and carrying of excavated materials to embankment site with all lifts and lead upto 1000 metres.

Cost for 120 cum

0001 Mate 2.8000 260.00 Each 728.00

0002 Mazdoor 70.0000 250.00 Each 17500.00



3.3 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Cost for 180 cum

0001 Mate 0.0800 260.00 Each 20.80



0002 Mazdoor 2.0000 250.00 Each 500.00



3.4 Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres (average lead 50m), trimming bottom and side slopes in accordance with the requirements to lines, grades and cross sections.

Cost for 108 cum 0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 3.0000 250.00 Each 750.00



3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with all lifts and lead upto 1000m.

Cost for 360 cum

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00


0609 Excavator 6.0000 1550.00 Hr. 9300.00 Puducherry Region Page 65



3.7 Excavation for roadway in ordinary rock with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections.

Cost for 240 cum

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00


0609 Excavator 6.0000 1550.00 Hr. 9300.00


3.10 Excavation for roadway in marshy soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections.

Cost for 300 cum

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00


0609 Excavator 6.0000 1550.00 Hr. 9300.00

Sub Total 13721.84 Puducherry Region Page 66


Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 2058.28 15780.12 Add for Cess @ 1 % + VAT 2.8 % 599.64 Total Cost for 300 cum 16379.76 Total Cost for 1 cum = Rs. 54.60

3.11 Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.


0002 Mazdoor 2.0000 250.00 Each 500.00


0609 Excavator 6.0000 1550.00 Hr. 9300.00


3.12 Carrying out excavation in hard rock to achive a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000m, all as specified in Clause No.303.

Cost for 400 sqm

0001 Mate 0.6000 260.00 Each 156.00

0002 Mazdoor 15.0000 250.00 Each 3750.00

0173 Special gelatine 80% 42.0000 60.00 Kg 2520.00

0174 Detonators 672.0000 80.00 Each 53760.00




0322 Hire charge for front end loader 1cum 6.0000 650.00 Hr. 3900.00 cap.


Sub Total 81846.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 12276.90 94122.90 Add for Cess @ 1 % + VAT 2.8 % 3576.67 Total Cost for 400 sqm 97699.57 Total Cost for 1 sqm = Rs. 244.25

3.13.2A Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by manual means - depth upto 3m (Ordinary rock)


0002 Mazdoor 10.0000 250.00 Each 2500.00


3.13.2B Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by mechanical means - Ordinary rock.

Cost for 216 cum

0001 Mate 0.2400 260.00 Each 62.40

0002 Mazdoor 6.0000 250.00 Each 1500.00

0609 Excavator 6.0000 1550.00 Hr. 9300.00




3.13.3A Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by manual means - Hard rock - requiring blasting


0002 Mazdoor 12.0000 250.00 Each 3000.00

0015 Driller 0.8400 220.00 Each 184.80

0016 Blaster 0.4000 250.00 Each 100.00


0174 Detonators 14.0000 80.00 Each 1120.00



3.13.4A Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by mechanical means - Hard rock - blasting prohibited.

Cost for 10 cum

0001 Mate 0.2000 260.00 Each 52.00 Puducherry Region Page 69


0002 Mazdoor 5.0000 250.00 Each 1250.00



3.13.5A Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, constn. 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 remainging earch locally for road work - by manual means - depth upto 3m (Marshy soil)

Cost for 10 cum

0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 10.0000 250.00 Each 2500.00

0100A Selected earth for refilling 5.0000 180.00 Cum 900.00



3.13.5B Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, constn. 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 remainging earch locally for road work - by mechanical means - depth upto 3m (Marshy soil)

Cost for 10 cum

0001 Mate 0.0800 260.00 Each 20.80



0002 Mazdoor 2.0000 250.00 Each 500.00

0100A Selected earth for refilling 5.0000 180.00 Cum 900.00


0609 Excavator 0.1700 1550.00 Hr. 263.50


3.13A Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by manual means - depth upto 3m (Ordinary soil)

Cost for 10 cum

0001 Mate 0.3200 260.00 Each 83.20

0002 Mazdoor 8.0000 250.00 Each 2000.00


3.13B Earthwork in excavation of foundation of structure 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 remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil)


0002 Mazdoor 8.0000 250.00 Each 2000.00 Puducherry Region Page 71


0609 Excavator 6.0000 1550.00 Hr. 9300.00


3.14 Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means.

Cost for 100 sqm

0001 Mate 0.2000 260.00 Each 52.00

0002 Mazdoor 5.0000 250.00 Each 1250.00



3.15 Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by mechanical means.

Cost for 100 sqm 0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50




Sub Total 286.88



Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 43.03 329.91 Add for Cess @ 1 % + VAT 2.8 % 12.54 Total Cost for 100 sqm 342.45 Total Cost for 1 sqm = Rs. 3.42

3.16 Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.


0002 Mazdoor 1.0000 250.00 Each 250.00

0316 Hire charge for motor grader 75-120 hp 1.0000 1850.00 Hr. 1850.00


0362 H/c for water tanker 4.0000 105.00 Hr. 420.00

0363 H/c for vibratory roller 1.0000 1320.00 Hr. 1320.00

0502 Cost of water 24.0000 100.00 Kl. 2400.00

0514 Compensation for earth 100.0000 165.00 Cum 16500.00


0609 Excavator 1.6700 1550.00 Hr. 2588.50


3.17 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2

Cost for 100 cum

0001 Mate 0.0200 260.00 Each 5.20 Puducherry Region Page 73


0002 Mazdoor 0.5000 250.00 Each 125.00





0502 Cost of water 24.0000 100.00 Kl. 2400.00


3.18 Construction of subgrade and earthern shoulders with approved materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.

Cost for 100 cum

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00





0502 Cost of water 24.0000 100.00 Kl. 2400.00

0514 Compensation for earth 100.0000 165.00 Cum 16500.00


0609 Excavator 1.6700 1550.00 Hr. 2588.50

Sub Total 29384.10 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 4407.62 33791.72



Add for Cess @ 1 % + VAT 2.8 % 1284.09 Total Cost for 100 cum 35075.81 Total Cost for 1 cum = Rs. 350.76

3.19A Loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.


0002 Mazdoor 3.0000 250.00 Each 750.00




0502 Cost of water 24.0000 100.00 Kl. 2400.00



3.19B Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum density as given in Table 300-2 for embankment construction

Cost for 600 cum

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00



0502 Cost of water 24.0000 100.00 Kl. 2400.00


Sub Total 15190.80




3.20 Stripping, storing of top soil by road side at 15m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth.


0002 Mazdoor 5.0000 250.00 Each 1250.00



3.21 Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing to the required levels and satisfaction of the farmer.


0002 Mazdoor 2.0000 250.00 Each 500.00


Sub Total 16720.80 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 2508.12 19228.92 Add for Cess @ 1 % + VAT 2.8 % 730.70 Puducherry Region Page 76



3.22 Furnishing and laying of the live sods of perennial turf forming grass on embankment slop, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

Cost for 100 sqm

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 3.0000 250.00 Each 750.00

0160 Farm yard manure 0.1800 150.00 Cum 27.00



0502 Cost of water 12.0000 100.00 Kl. 1200.00


3.23 Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 308.

Cost for 240 sqm

0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 10.0000 250.00 Each 2500.00


0160A Seeds 3.6000 25.00 Kg 90.00



0502 Cost of water 84.0000 100.00 Kl. 8400.00

Sub Total 13420.50



Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 2013.08 15433.58 Add for Cess @ 1 % + VAT 2.8 % 586.48 Total Cost for 240 sqm 16020.06 Total Cost for 1 sqm = Rs. 66.75

3.24A Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by mechanical means.

Cost for 10 Metre

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50

0609 Excavator 0.3300 1550.00 Hr. 511.50

Sub Total 576.60 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 86.49 663.09 Add for Cess @ 1 % + VAT 2.8 % 25.20 Total Cost for 10 Metre 688.29 Total Cost for 1 Metre = Rs. 68.83

3.24B Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by manual means.

Cost for 10 metre

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00




Add for Cess @ 1 % + VAT 2.8 % 22.76 Total Cost for 10 metre 621.68 Total Cost for 1 metre = Rs. 62.17

3.25A Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by mechanical means.

Cost for 10 metre

0001 Mate 0.0200 260.00 Each 5.20

0002 Mazdoor 0.5000 250.00 Each 125.00

0609 Excavator 0.6700 1550.00 Hr. 1038.50


3.25B Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by manual means.

Cost for 10 metre

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 3.0000 250.00 Each 750.00


3.27 Construction of sub surface drain with perforated pipe of 100mm internal dia of metal / asbestos cement / cement concrete / PVC closely jointed, perforations ranging from 3mm Puducherry Region Page 79


to 6mm depending upon size of material surrounding the pipe, with 150mm bedding below the pipe and 300mm cushion above the pipe cross section of excavation 450x550mm. Excavated material to be utilised in roadway at site.

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 2.0000 250.00 Each 500.00

0114A Crushed stone 2.4000 180.00 Cum 432.00

0145A Perforated pipe of cement concrete 10.0000 130.00 Metre 1300.00 100mm dia


3.28 Construction of aggregate sub-surface drain 300x450mm with aggregates confirming to Table 300-4, excavated material to be utilised in roadway.

Cost for 10 metre

0001 Mate 0.0200 260.00 Each 5.20

0002 Mazdoor 1.5000 250.00 Each 375.00

0114A Crushed stone 1.3500 180.00 Cum 243.00


3.30 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.



Cost for 3500 sqm

0001 Mate 0.2800 260.00 Each 72.80

0002 Mazdoor 6.0000 250.00 Each 1500.00

0021 Skilled mazdoor 1.0000 260.00 Each 260.00

0300A Smooth 3 - wheeled steel roller 3.0000 385.00 Hr. 1155.00


0502 Cost of water 18.0000 100.00 Kl. 1800.00


3.31 Construction of rockfill, embankment with broken hard rock fragments of size not exceeding 300mm laid in layers not exceeding 500mm thick including filling of surface voids with stone spalls, binding top layer with granular material, rolled with vibratory road roller, all complete as per Clause 313

Cost for 100 cum

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.5000 250.00 Each 375.00




0502 Cost of water 12.0000 100.00 Kl. 1200.00




3.32 Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.

Cost for 260 cum

0001 Mate 0.2400 260.00 Each 62.40

0002 Mazdoor 6.0000 250.00 Each 1500.00





3.33 Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.

Cost for 170 cum

0001 Mate 0.3200 260.00 Each 83.20

0002 Mazdoor 8.0000 250.00 Each 2000.00




Sub Total 24835.20 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 3725.28 28560.48 Add for Cess @ 1 % + VAT 2.8 % 1085.30 Total Cost for 170 cum 29645.78



Total Cost for 1 cum = Rs. 174.39

3.34 Excavation in hilly area in hard rock requiring blasting by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.


0002 Mazdoor 10.0000 250.00 Each 2500.00

0015 Driller 2.0000 220.00 Each 440.00

0016 Blaster 0.2500 250.00 Each 62.50


0174 Detonators 140.0000 80.00 Each 11200.00






3.36 Construction of embankment with flyash conforming to table 1 of IRC:SP58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans.

Cost for 360 cum

0001 Mate 0.1600 260.00 Each 41.60

0002 Mazdoor 4.0000 250.00 Each 1000.00








0609 Excavator 6.0000 1550.00 Hr. 9300.00



4. Granular Sub-base MainData Code Description Qty Rate Unit Amount

4.1A.1 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 layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.

Cost for 225 cum

0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 8.0000 250.00 Each 2000.00


0138A IRC HBG Metal below 2.36mm 86.4000 450.00 Cum 38880.00






0500A IRC HBG Metal (53mm - 9.5mm) 144.0000 755.71 Cum 108822.24

0501 IRC HBG Metal (9.5mm - 2.36mm) 57.0000 637.50 Cum 36337.50

0502 Cost of water 27.0000 100.00 Kl. 2700.00

0606 Wet mix plant @ 75 tonne 6.0000 1000.00 Hr. 6000.00

0607 Electric generating set 125 KVA 6.0000 670.00 Hr. 4020.00


4.1A.2 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 layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material.

Cost for 225 cum



0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 8.0000 250.00 Each 2000.00









0502 Cost of water 27.0000 100.00 Kl. 2700.00





4.1A.3 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 layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading III material.

Cost for 225 cum

0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 8.0000 250.00 Each 2000.00


0138 IRC HBG metal 2.8mm 151.2000 450.00 Cum 68040.00








0502 Cost of water 27.0000 100.00 Kl. 2700.00






4.1B.1 Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by mix in place method - for grading I material.

Cost for 300 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00







0500A IRC HBG Metal (53mm - 9.5mm) 192.0000 755.71 Cum 145096.32

0501 IRC HBG Metal (9.5mm - 2.36mm) 76.0000 637.50 Cum 48450.00 Puducherry Region Page 87


0502 Cost of water 18.0000 100.00 Kl. 1800.00

0608 Rotavator 12.0000 15.00 Hr. 180.00


4.1B.2 Construction of granular sub-base by providing close graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading II material.

Cost for 300 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00








0502 Cost of water 18.0000 100.00 Kl. 1800.00


0608 Rotavator 12.0000 15.00 Hr. 180.00





4.1B.3 Construction of granular sub-base by providing close graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading III material.

Cost for 300 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00







0502 Cost of water 18.0000 100.00 Kl. 1800.00



0608 Rotavator 12.0000 15.00 Hr. 180.00


4.2.1 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading I material.

Cost for 300 cum



0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 8.0000 250.00 Each 2000.00






0502 Cost of water 18.0000 100.00 Kl. 1800.00

0506 IRC HBG Metal (53mm - 26.5mm) 134.4000 696.67 Cum 93632.45



4.2.2 Construction of granular sub-base by providing coarse graded meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading II

Cost for 300 cum

0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 8.0000 250.00 Each 2000.00






0502 Cost of water 18.0000 100.00 Kl. 1800.00


Sub Total 285015.32




4.2.3 Construction of granular sub-base by providing coarse graded meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading III material.

Cost for 300 cum

0001 Mate 0.4000 260.00 Each 104.00

0002 Mazdoor 8.0000 250.00 Each 2000.00






0502 Cost of water 18.0000 100.00 Kl. 1800.00



4.3A Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by mechanical means. (As per MoRTH specification, 4th Revision)



Cost for 300 cum

0001 Mate 0.3600 260.00 Each 93.60

0002 Mazdoor 8.0000 250.00 Each 2000.00


0306A Hire charge for Ripper 12.0000 25.00 Hr 300.00





0502 Cost of water 72.0000 100.00 Kl. 7200.00

0508 Slaked lime 15.7500 1475.41 tonne 23237.71

0608 Rotavator 12.0000 15.00 Hr. 180.00


4.3B Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by manual means. (As per MoRTH specification, 4th Revision)

Cost for 150 cum

0001 Mate 1.4400 260.00 Each 374.40

0002 Mazdoor 35.0000 250.00 Each 8750.00




0502 Cost of water 36.0000 100.00 Kl. 3600.00





4.4 Providing, Laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime with minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 percent of the maximum dry density to form a layer of sub-base. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 10.0000 250.00 Each 2500.00



0306B Hire charge for Blade 12.0000 15.00 Hr 180.00




0502 Cost of water 72.0000 100.00 Kl. 7200.00


0608 Rotavator 12.0000 15.00 Hr. 180.00

0609 Excavator 6.0000 1550.00 Hr. 9300.00




4.5 Providing, Laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil ,mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base / base. (As per MoRTH specification, 4th Revision)

Cost for 300 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00


0101 Cement 21.0000 5300.00 Tonne 111300.00







0502 Cost of water 72.0000 100.00 Kl. 7200.00

0608 Rotavator 12.0000 15.00 Hr. 180.00

0609 Excavator 6.0000 1550.00 Hr. 9300.00


4.6.1 Providing, Laying and spreading material on a prepared sub-grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. Grading of material for sub-base course. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 10.0000 250.00 Each 2500.00




0101 Cement 24.0000 5300.00 Tonne 127200.00






0502 Cost of water 60.0000 100.00 Kl. 6000.00


0505C IRC HBG Metal 4.75mm - 75 micron 96.0000 450.00 Cum 43200.00


0608 Rotavator 12.0000 15.00 Hr. 180.00


4.6.2 Providing, Laying and spreading material on a prepared sub-grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. Grading of material for base course. (As per MoRTH specification, 4th Revision)

Cost for 300 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00


0101 Cement 24.0000 5300.00 Tonne 127200.00








0502 Cost of water 60.0000 100.00 Kl. 6000.00


0505C IRC HBG Metal 4.75mm - 75 micron 240.0000 450.00 Cum 108000.00


0608 Rotavator 12.0000 15.00 Hr. 180.00


4.7 Making 50 x 50mm furrows, 25mm deep 45 degree to the centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead. (As per MoRTH specification, 4th Revision)

Cost for 210 sqm

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00



4.8 Construction of inverted choke by providing, laying, spreading and compacting screening B type / coarse sand of specified grade in uniform layer on a prepared surface with motorgrader and compacting with power roller etc. (As per MoRTH specification, 4th Revision)



Cost for 600 cum

0001 Mate 0.9200 260.00 Each 239.20

0002 Mazdoor 21.0000 250.00 Each 5250.00


0100 Sand 720.0000 550.00 Cum 396000.00




0502 Cost of water 108.0000 100.00 Kl. 10800.00


4.9.1.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00

0112 IRC HBG metal-13.2mm 97.2000 800.00 Cum 77760.00

0129 WBM grade I metal (90mm - 45mm) 435.6000 557.00 Cum 242629.20






0502 Cost of water 144.0000 100.00 Kl. 14400.00

Sub Total 373652.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 56047.80 429699.80 Add for Cess @ 1 % + VAT 2.8 % 16328.59 Total Cost for 360 Cum 446028.39 Total Cost for 1 Cum = Rs. 1238.97

4.9.1.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum 0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 108.0000 370.00 Cum 39960.00

0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00




4.9.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00 Puducherry Region Page 99


0107 Gravel 108.0000 370.00 Cum 39960.00




0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.2.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00


0130 WBM grade II metal (63mm - 45mm) 435.6000 608.33 Cum 264988.56




0502 Cost of water 144.0000 100.00 Kl. 14400.00

Sub Total 364331.36 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 54649.70 Puducherry Region Page 100


418981.06 Add for Cess @ 1 % + VAT 2.8 % 15921.28 Total Cost for 360 Cum 434902.34 Total Cost for 1 Cum = Rs. 1208.06

4.9.2.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00






0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.2.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)



Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00

0107 Gravel 105.5900 370.00 Cum 39068.30





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.2A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00







0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.2B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00




4.9.2C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 105.5900 370.00 Cum 39068.30

0107 Gravel 28.8000 370.00 Cum 10656.00




0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.3.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00 Puducherry Region Page 104



0131 WBM grade III metal (53mm - 22.4mm) 435.6000 722.50 Cum 314721.00




0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.3.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 105.5900 370.00 Cum 39068.30

0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00

Sub Total 407052.10 Add for LS @ 0.00 % 0.00



Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 61057.82 468109.92 Add for Cess @ 1 % + VAT 2.8 % 17788.18 Total Cost for 360 Cum 485898.10 Total Cost for 1 Cum = Rs. 1349.72

4.9.3A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.9.3C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel Puducherry Region Page 106


screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 105.5900 370.00 Cum 39068.30

0107 Gravel 28.8000 370.00 Cum 10656.00




0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.10A Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using Vibratory roller. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 4.1600 260.00 Each 1081.60

0002 Mazdoor 102.0000 250.00 Each 25500.00





0362 H/c for water tanker 12.0000 105.00 Hr. 1260.00 Puducherry Region Page 107



0502 Cost of water 72.0000 100.00 Kl. 7200.00


4.10B Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using smooth 3 wheeled steel roller. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 4.1600 260.00 Each 1081.60

0002 Mazdoor 102.0000 250.00 Each 25500.00







0502 Cost of water 72.0000 100.00 Kl. 7200.00




4.11 Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per Clause 506.3.8. of MoRTH specification, 4th Revision

Cost for 7500 sqm

0001 Mate 0.5600 260.00 Each 145.60

0002 Mazdoor 12.0000 250.00 Each 3000.00


0106 Bitumen 80/100 0.2500 31346.82 Tonne 7836.71





0609 Excavator 6.0000 1550.00 Hr. 9300.00

0610 Hydraulic self propelled chips spreader 6.0000 2000.00 Hr. 12000.00

0611 Bitumen pressure distributor 4.2800 850.00 Hr. 3638.00


4.12A 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 - Using vibratory roller. (As per MoRTH specification, 4th

Cost for 225 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00


0133E IRC HBG Metal 2.36 - 75 micron 89.1000 450.00 Cum 40095.00



0136D IRC HBG Metal 22.4mm - 2.36mm 118.8000 707.14 Cum 84008.23





0366A Sensar Paver finisher 6.0000 2750.00 Hr. 16500.00

0502 Cost of water 18.0000 100.00 Kl. 1800.00





4.12B 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 smooth 3 wheeled steel roller to achieve the desired density (As per MoRTH specification, 4th Revision)

Cost for 225 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00











0502 Cost of water 18.0000 100.00 Kl. 1800.00





4.13 Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 of MoRTH specification, 4th Revision

Cost for 21 cum

0001 Mate 0.2400 260.00 Each 62.40

0002 Mazdoor 6.0000 250.00 Each 1500.00


0502 Cost of water 6.0000 100.00 Kl. 600.00

0612 Plate compactor 6.0000 70.00 Hr. 420.00


4.14 Construction of Median and island above road level with approved material brought from borrowpits, spread, sloped and compacted as per clause 407 of MoRTH specification, 4th Revision.



Cost for 21 cum

0001 Mate 0.1600 260.00 Each 41.60

0002 Mazdoor 4.0000 250.00 Each 1000.00


0502 Cost of water 6.0000 100.00 Kl. 600.00


0609 Excavator 0.5000 1550.00 Hr. 775.00



4.16 Construction of footpath / separator by providing a 150mm compacted granular sub-base as per clause 401 and 25mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortor 1:3 including provision of all drainage arrangements but excluding kerb channel. (As per MoRTH specification, 4th Revision)

Cost for 300 sqm

0001 Mate 1.3600 260.00 Each 353.60

0002 Mazdoor 30.0000 250.00 Each 7500.00


0100 Sand 3.8400 550.00 Cum 2112.00

0100 Sand 3.3800 550.00 Cum 1859.00

0101 Cement 1.8800 5300.00 Tonne 9964.00

0101 Cement 1.8300 5300.00 Tonne 9699.00



0139 IRC HBG metal 53mm - 26.5mm 20.7900 696.67 Cum 14483.77


0362 H/c for water tanker 2.0000 105.00 Hr. 210.00 Puducherry Region Page 112



0502 Cost of water 12.0000 100.00 Kl. 1200.00


0511 Tile size - 300x300mm - 25mm thick 3300.000 39.40 Nos. 130020.01 0

0512 RCC pipe 200mm dia with collar 22.5000 160.00 Rmt. 3600.00


4.17A.1 Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mix in place method - For 53mm maximum size.

Cost for 360 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00








0502 Cost of water 36.0000 100.00 Kl. 3600.00


0608 Rotavator 12.0000 15.00 Hr. 180.00

Sub Total 314623.44 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Puducherry Region Page 113



4.17A.2 Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mix in place method - For 45mm maximum size.

Cost for 360 cum

0001 Mate 0.4800 260.00 Each 124.80

0002 Mazdoor 10.0000 250.00 Each 2500.00







0502 Cost of water 36.0000 100.00 Kl. 3600.00



0608 Rotavator 12.0000 15.00 Hr. 180.00


4.17B.1 Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mixing plant - For 53mm maximum size.



Cost for 360 cum

0001 Mate 0.2800 260.00 Each 72.80

0002 Mazdoor 6.0000 250.00 Each 1500.00









0502 Cost of water 18.0000 100.00 Kl. 1800.00





4.17B.2 Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mixing plant - For 45mm maximum size.

Cost for 360 cum

0001 Mate 0.2800 260.00 Each 72.80

0002 Mazdoor 6.0000 250.00 Each 1500.00










0502 Cost of water 18.0000 100.00 Kl. 1800.00






4.18 Construction of sub-base using lime - flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 percent, flyash to conform to gradation as per clause 4.3 of IRC:88-1984, lime + flyash content ranging between 10 to 30 percent, the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5 kg/sq.cm. and 25 percent respectively, all as specified in IRC:88-1984. (As per MoRTH specification, 4th Revision)

Cost for 480 cum

0001 Mate 0.2400 260.00 Each 62.40

0002 Mazdoor 6.0000 250.00 Each 1500.00


0306C Disc with Harrows 6.0000 20.00 Hr 120.00

0307A Fly ash conveyance from Neyveli to(P/K) 1.0000 24614.90 job 24614.90 (115 mt - 65/130 km)


0316 Hire charge for motor grader 75-120 hp 9.6000 1850.00 Hr. 17760.00 Puducherry Region Page 116





0979 Earth 360.0000 180.00 cum 64800.00


4.91.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00






0502 Cost of water 144.0000 100.00 Kl. 14400.00

Sub Total 370352.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 55552.80 425904.80 Puducherry Region Page 117


Add for Cess @ 1 % + VAT 2.8 % 16184.38 Total Cost for 360 Cum 442089.18 Total Cost for 1 Cum = Rs. 1228.03

4.91.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 108.0000 370.00 Cum 39960.00

0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.91A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)



Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.91B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00

0107 Gravel 108.0000 370.00 Cum 39960.00






0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.92.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00






0502 Cost of water 144.0000 100.00 Kl. 14400.00




4.92.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00






0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.92.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00

0021 Skilled mazdoor 2.0000 260.00 Each 520.00 Puducherry Region Page 121


0107 Gravel 28.8000 370.00 Cum 10656.00

0107 Gravel 105.5900 370.00 Cum 39068.30





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.92A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)


0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00

Sub Total 408905.36 Add for LS @ 0.00 % 0.00



Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 61335.80 470241.16 Add for Cess @ 1 % + VAT 2.8 % 17869.16 Total Cost for 360 Cum 488110.32 Total Cost for 1 Cum = Rs. 1355.86

4.92B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening / gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.92C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with Puducherry Region Page 123


moorum or gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 105.5900 370.00 Cum 39068.30

0107 Gravel 28.8000 370.00 Cum 10656.00




0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.93.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 28.8000 370.00 Cum 10656.00



0300A Smooth 3 - wheeled steel roller 12.0000 385.00 Hr. 4620.00 Puducherry Region Page 124




0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.93.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 0.6800 260.00 Each 176.80

0002 Mazdoor 15.0000 250.00 Each 3750.00


0107 Gravel 105.5900 370.00 Cum 39068.30

0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00




Total Cost for 360 Cum 481958.89 Total Cost for 1 Cum = Rs. 1338.77

4.93A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

Cost for 360 Cum

0001 Mate 10.0800 260.00 Each 2620.80

0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00





0502 Cost of water 144.0000 100.00 Kl. 14400.00


4.93B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

Cost for 360 cum

0001 Mate 10.0800 260.00 Each 2620.80



0002 Mazdoor 250.0000 250.00 Each 62500.00


0107 Gravel 28.8000 370.00 Cum 10656.00

0107 Gravel 105.5900 370.00 Cum 39068.30




0502 Cost of water 144.0000 100.00 Kl. 14400.00



5. Base & Bituminous Construction MainData Code Description Qty Rate Unit Amount

5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

Cost for 3500 sqm

0002 Mazdoor 2.0000 250.00 Each 500.00

0025 Tarring mate 0.0800 260.00 Each 20.80

0106D Bitumen emulsion 2.1000 30226.42 Tonne 63475.48


0502 Cost of water 6.0000 100.00 Kl. 600.00


0609A Mechanical broom hydraulic 2.8000 275.00 Hr. 770.00



5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

Cost for 3500 sqm 0002 Mazdoor 2.0000 250.00 Each 500.00






Sub Total 24877.29 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 3731.59



28608.88 Add for Cess @ 1 % + VAT 2.8 % 1087.14 Total Cost for 3500 sqm 29696.02 Total Cost for 1 sqm = Rs. 8.48

5.3A Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen 60/70 grade.

Cost for 205 cum

0002 Mazdoor 16.0000 250.00 Each 4000.00



0106B Bitumen ( 60/70) 15.7500 32280.49 tonne 508417.72

0133B IRC HBG Metal below 5mm 43.5100 450.00 Cum 19579.50


0300B H/C for Tandem road roller 3.9000 1000.00 Hr 3900.00

0306G Tipper 10 tonne capacity(450 tonne x 1.0000 105511.5 job 105511.50 147.24)



0365 H/c for hot mix plant 6.0000 12000.00 Hr. 72000.00


0504A IRC HBG Metal (10mm - 5mm) 72.5300 700.00 Cum 50771.00

0515 IRC HBG Metal (37.5mm - 25mm) 43.5100 800.00 Cum 34808.00

0516 IRC HBG Metal (25mm - 10mm) 130.5500 800.00 Cum 104440.00




Sub Total 937192.62 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00




5.3B Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.

Cost for 205 cum

0002 Mazdoor 16.0000 250.00 Each 4000.00



0106B Bitumen ( 60/70) 15.7500 32280.49 tonne 508417.72














Sub Total 927763.12 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 139164.47 Puducherry Region Page 130


1066927.59 Add for Cess @ 1 % + VAT 2.8 % 40543.25 Total Cost for 205 cum 1107470.84 Total Cost for 1 cum = Rs. 5402.30

5.4A Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 50mm thick (As per MoRTH specification, 4th Revision)

Cost for 4500 sqm

0002 Mazdoor 6.0000 250.00 Each 1500.00



0106 Bitumen 80/100 22.5000 31346.82 Tonne 705303.46

0118B IRC HBG Metal 45mm -2.8mm 270.0000 716.67 Cum 193500.90

0136 IRC HBG metal 22.4mm - 2.8mm 67.5000 700.00 Cum 47250.00







5.4B Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 75mm thick (As per MoRTH specification, 4th Revision)



Cost for 4500 sqm

0002 Mazdoor 8.0000 250.00 Each 2000.00



0106 Bitumen 80/100 30.6000 31346.82 Tonne 959212.70

0114C IRC HBG Metal 26.5mm - 2.8mm 81.0000 718.75 Cum 58218.75

0115D IRC HBG Metal 63mm - 2.8mm 405.0000 688.64 Cum 278899.21







5.5 Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)

Cost for 3000 sqm 0002 Mazdoor 8.0000 250.00 Each 2000.00



0106 Bitumen 80/100 9.0000 31346.82 Tonne 282121.38







0500C IRC HBG Metal 53mm - 2.8mm 300.0000 704.00 Cum 211200.00




5.6A Providing and laying dence graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting 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 achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I materials.

Cost for 195 cum

0002 Mazdoor 16.0000 250.00 Each 4000.00



0101A Filler (Quary dust) 8.6200 360.00 tonne 3103.20

0106 Bitumen 80/100 19.1300 31346.82 Tonne 599664.67

0133C IRC HBG Metal below 4.75mm 126.3900 450.00 Cum 56875.50






0365 H/c for hot mix plant 6.0000 12000.00 Hr. 72000.00 Puducherry Region Page 133



0504B IRC HBG Metal 10mm -4.75mm 54.5800 700.00 Cum 38206.00

0515 IRC HBG Metal (37.5mm - 25mm) 63.1900 800.00 Cum 50552.00




5.6B Providing and laying dence graded bituminous macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting 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 achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.

Cost for 195 Cum

0002 Mazdoor 16.0000 250.00 Each 4000.00




0106 Bitumen 80/100 19.1300 31346.82 Tonne 599664.67















5.7A Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade.

Cost for 195 Cum

0002 Mazdoor 16.0000 250.00 Each 4000.00




0106B Bitumen ( 60/70) 21.3750 32280.49 tonne 689995.48


0136A IRC HBG Metal (13.2mm - 10mm) 57.3000 800.00 Cum 45840.00













5.7A.1 Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen CRMB

Cost for 195 Cum

0002 Mazdoor 16.0000 250.00 Each 4000.00




0106C Bitumen - CRMB 21.3750 33307.42 Tonne 711946.14

0113B IRC HBG Metal - 19mm nominal size 114.6000 800.00 Cum 91680.00














5.7B Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen 60/70 grade.

Cost for 195 Cum

0002 Mazdoor 16.0000 250.00 Each 4000.00




0106B Bitumen ( 60/70) 22.5000 32280.49 tonne 726311.03














5.7B.1 Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen CRMB

Cost for 195 Cum

0002 Mazdoor 16.0000 250.00 Each 4000.00




0106C Bitumen - CRMB 22.5000 33307.42 Tonne 749416.99













Add for CP for Materials & Labour @ 15 % 170522.56 1307339.65 Add for Cess @ 1 % + VAT 2.8 % 49678.91 Total Cost for 195 Cum 1357018.56 Total Cost for 1 Cum = Rs. 6959.07

5.8A Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material.

Cost for 191 Cum

0002 Mazdoor 16.0000 250.00 Each 4000.00




0106 Bitumen 80/100 22.5000 31346.82 Tonne 705303.46


0140A IRC HBG Metal 20mm-10mm 99.7500 800.00 Cum 79800.00










Sub Total 1103391.06 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 165508.66



1268899.72 Add for Cess @ 1 % + VAT 2.8 % 48218.19 Total Cost for 191 Cum 1317117.91 Total Cost for 1 Cum = Rs. 6895.91

5.8B Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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 clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.

Cost for 191 Cum 0002 Mazdoor 16.0000 250.00 Each 4000.00




0106 Bitumen 80/100 22.5000 31346.82 Tonne 705303.46















Add for Cess @ 1 % + VAT 2.8 % 48062.51 Total Cost for 191 Cum 1312865.35 Total Cost for 1 Cum = Rs. 6873.64

5.9A Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 19mm nominal chipping size. (As per MoRTH specification, 4th Revision)

Cost for 9000 Sqm

0002 Mazdoor 9.0000 250.00 Each 2250.00



0106 Bitumen 80/100 10.8000 31346.82 Tonne 338545.66

0113B IRC HBG Metal - 19mm nominal size 135.0000 800.00 Cum 108000.00








Sub Total 478308.06 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 71746.21 550054.27 Add for Cess @ 1 % + VAT 2.8 % 20902.06 Total Cost for 9000 Sqm 570956.33 Total Cost for 1 Sqm = Rs. 63.44

5.9B Providing and laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 13mm nominal chipping size. (As per MoRTH specification, 4th Revision)

Cost for 9000 Sqm



0002 Mazdoor 9.0000 250.00 Each 2250.00



0106 Bitumen 80/100 9.0000 31346.82 Tonne 282121.38










5.10A Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 40 to60 tonne/hour. (As per MoRTH specification, 4th Revision)

Cost for 10250 Sqm

0002 Mazdoor 16.0000 250.00 Each 4000.00



0106 Bitumen 80/100 14.9700 31346.82 Tonne 469261.90

0136B IRC HBG Metal (13.2mm - 5.6mm) 276.7500 740.00 Cum 204795.00










5.10B Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Open graded premix surfacing using cationic bitumen emulsion. (As per MoRTH specification, 4th Revision)

Cost for 900 Sqm

0001 Mate 0.8000 260.00 Each 208.00

0002 Mazdoor 18.0000 250.00 Each 4500.00









Add for Cess @ 1 % + VAT 2.8 % 3713.81 Total Cost for 900 Sqm 101445.70 Total Cost for 1 Sqm = Rs. 112.72

5.11A Providing, laying and rolling of close-graded premix surfacing materials of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type A materials. (As per MoRTH specification, 4th Revision)

Cost for 10250 Sqm

0002 Mazdoor 16.0000 250.00 Each 4000.00



0106 Bitumen 80/100 22.5000 31346.82 Tonne 705303.46






0504C IRC HBG Metal 11.2mm - 0.09mm 276.7500 670.00 Cum 185422.50



5.11B Providing, laying and rolling of close-graded premix surfacing materials of 20mm thickness composed of 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type B materials. (As per MoRTH specification, 4th Revision) Puducherry Region Page 144


Cost for 10250 Sqm

0002 Mazdoor 16.0000 250.00 Each 4000.00



0106 Bitumen 80/100 19.4800 31346.82 Tonne 610636.06

0136C IRC HBG Metal (13.2mm - 0.09mm) 276.7500 691.67 Cum 191419.67








5.12A Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type A seal coat. (As per MoRTH specification, 4th Revision)

Cost for 10250 Sqm

0002 Mazdoor 6.0000 250.00 Each 1500.00


0106 Bitumen 80/100 10.0500 31346.82 Tonne 315035.54










5.12B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 40 to 60 tonne/hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade - Type B (As per MoRTH specification, 4th Revision)

Cost for 7858 Sqm

0002 Mazdoor 4.0000 250.00 Each 1000.00


0106 Bitumen 80/100 5.3400 31346.82 Tonne 167392.02


0306I Tipper 10 tonne capacity(104 1.0000 24364.08 job 24364.08 tonnex147.24)






Sub Total 257304.90 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 38595.74 295900.64 Add for Cess @ 1 % + VAT 2.8 % 11244.22 Total Cost for 7858 Sqm 307144.86



Total Cost for 1 Sqm = Rs. 39.09

5.12C Extra for supply & mixing of waste plastic chips of 4.35mm nominal size (Plastic chips cut from used carry bags tea cups and other plastic covers etc. including cost of material charges, loading, unloading weighing in electronic weigh bridge etc. complete as directed by the engineer - in- charge.

Cost for 1 Kg

0138B Supply and mixing of waste plastic chips 1.0000 22.30 kg 22.30 of 4.35mm size

Sub Total 22.30 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 3.35 25.65 Add for Cess @ 1 % + VAT 2.8 % 0.97 Total Cost for 1 Kg 26.62 Total Cost for 1 Kg = Rs. 26.62

5.14 Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10sqmand at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 100 degree centigrade , protruding 1mm to 4mm over mastic surface, all complete as per Clause 515 of MoRTH specification, 4th Revision.

Cost for 35 Sqm

0002 Mazdoor 10.0000 250.00 Each 2500.00



0106 Bitumen 80/100 0.5000 31346.82 Tonne 15673.41

0106A Bitumen 85/25 or 30/40 0.2000 31346.82 Tonne 6269.36




0305 Hire charge for heat master oil fed 1500 6.0000 220.00 Hr. 1320.00 lit.






0614 Mastic cooker 6.0000 70.00 Hr 420.00

0777A Lime stone dust 0.3600 175.00 Tonne 63.00



6. Cement Concrete Pavement MainData Code Description Qty Rate Unit Amount

6.1 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 aggregates not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg /cum, 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 tonne vibratory roller, finishing and curing.

Cost for 450 cum

0001 Mate 1.1200 260.00 Each 291.20

0002 Mazdoor 22.0000 250.00 Each 5500.00


0100 Sand 203.0000 550.00 Cum 111650.00

0101 Cement 67.5000 5300.00 Tonne 357750.00


0306K Tipper (450 cum or 990 t) for 20 Km 1.0000 200940.3 job 200940.30 lead





0377 H/c for batching plant 0.7500 12800.00 Day 9600.00

0502 Cost of water 48.0000 100.00 Kl. 4800.00



6.2 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 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, Puducherry Region Page 149


admixtures as approved, curing compound, finishing to lines and grades as per drawing.


0002 Mazdoor 35.0000 250.00 Each 8750.00


0100 Sand 473.0000 550.00 Cum 260150.00

0101 Cement 414.0000 5300.00 Tonne 2194200.00

0102 Mild steel 1.1700 36000.00 Tonne 42120.00

0102 Mild steel 9.4500 36000.00 Tonne 340200.00


0200 Premoulded joint filler 20mm th.12m x 16.3300 30.00 Sqm 489.90 0.25m




0368 H/c for hand boring set 2.8000 500.00 Day 1400.00

0370 H/c for plough with pair of bullock 12.0000 450.00 Day 5400.00


0502 Cost of water 216.0000 100.00 Kl. 21600.00





6.3 Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS :383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate Puducherry Region Page 150


gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength finishing and curing.

Cost for 450 cum

0001 Mate 1.2000 260.00 Each 312.00

0002 Mazdoor 23.0000 250.00 Each 5750.00


0100 Sand 203.0000 550.00 Cum 111650.00

0101 Cement 90.0000 5300.00 Tonne 477000.00








0502 Cost of water 48.0000 100.00 Kl. 4800.00



6.5 Construction of base/sub-base using cement,sand,flyash and coarse aggregates proportioned as per table 4 of IRC:74-1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide Clause 7.6.3 of IRC:74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC:74-1979 and as per approved plans.

Cost for 450 cum



0001 Mate 1.1200 260.00 Each 291.20

0002 Mazdoor 22.0000 250.00 Each 5500.00


0100 Sand 110.9600 550.00 Cum 61028.00

0100C Flyash conforming to IS:3812 (Part II) 91.5400 321.05 cum 29388.92

0118 IRC HBG metal-45mm 405.0000 700.00 Cum 283500.00









6.6 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, replacing cement by flyash to the extent of 15% and sand by 10%, 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.


0002 Mazdoor 35.0000 250.00 Each 8750.00


0100 Sand 425.0000 550.00 Cum 233750.00 Puducherry Region Page 152


0100C Flyash conforming to IS:3812 (Part II) 109.0000 321.05 cum 34994.45

0101 Cement 357.0000 5300.00 Tonne 1892100.00

0102 Mild steel 1.1700 36000.00 Tonne 42120.00

0102 Mild steel 9.4500 36000.00 Tonne 340200.00


0152 Joint sealing compound 25mm deep 875.0000 95.00 Kg 83125.00

0154 Premixed primer 116.6700 120.00 Litre 14000.40


0219 Admixture 2070.000 83.00 Litre 171810.00 0

0306L Tipper 10 t capacity (1050 cum or 2415 1.0000 490172.6 job 490172.56 t) for 20 km lead




0368 H/c for hand boring set 2.8000 500.00 Day 1400.00

0370 H/c for plough with pair of bullock 12.0000 450.00 Day 5400.00


0502 Cost of water 216.0000 100.00 Kl. 21600.00

0600 Farm tractor with ripper 3675.000 325.00 Hr. 1194375.00 0





8. Traffic Signs,Markings & Other Road Appurtenances MainData

Code Description Qty Rate Unit Amount 8.1A Construction of cement concrete kerb with top and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete mixer)

Cost for 360 Rmt 0001 Mate 0.7200 260.00 Each 187.20

0002 Mazdoor 16.0000 250.00 Each 4000.00


0100 Sand 10.9000 550.00 Cum 5995.00

0101 Cement 5.7000 5300.00 Tonne 30210.00




0502 Cost of water 30.0000 100.00 Kl. 3000.00

0800 Kerb casting machine 6.0000 300.00 Hr. 1800.00


8.1B Construction of cement concrete kerb with top and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete batching and mixing plant)

Cost for 360 Rmt

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 2.0000 250.00 Each 500.00


0100 Sand 10.9000 550.00 Cum 5995.00

0101 Cement 5.7000 5300.00 Tonne 30210.00

0109 ISS HBG metal-20mm 21.7900 800.00 Cum 17432.00 Puducherry Region Page 154


Code Description Qty Rate Unit Amount 0306 Hire charge for Tipper 5 T capacity 6.0000 286.00 Hr. 1716.00



0502 Cost of water 30.0000 100.00 Kl. 3000.00



8.2A Construction of cement concrete kerb with channel with top and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete mixer)

Cost for 300 Rmt

0001 Mate 0.7200 260.00 Each 187.20

0002 Mazdoor 16.0000 250.00 Each 4000.00


0100 Sand 18.3000 550.00 Cum 10065.00

0101 Cement 9.0100 5300.00 Tonne 47753.00




0502 Cost of water 36.0000 100.00 Kl. 3600.00




Code Description Qty Rate Unit Amount Total Cost for 300 Rmt 119617.33 Total Cost for 1 Rmt = Rs. 398.72

8.2B Construction of cement concrete kerb with channel with top and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete batching and mixing plant)

Cost for 300 Rmt

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 2.0000 250.00 Each 500.00


0100 Sand 18.3000 550.00 Cum 10065.00

0101 Cement 9.0100 5300.00 Tonne 47753.00





0502 Cost of water 36.0000 100.00 Kl. 3600.00



8.3A Printing new letters and figures of any shade with synthetic enamel paint black or any other approved to give an even shade - Hindi

Cost for 1600 per cm ht per letter

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 1.0000 250.00 Each 250.00


0155 Premixed paint I class 0.7000 170.00 Litre 119.00 Puducherry Region Page 156


Code Description Qty Rate Unit Amount Sub Total 1000.20 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 150.03 1150.23 Add for Cess @ 1 % + VAT 2.8 % 43.71 Total Cost for 1600 per cm ht per letter 1193.94 Total Cost for 1 per cm ht per letter = Rs. 0.75

8.3B Printing new letters and figures of any shade with synthetic enamel paint black or any other approved to give an even shade - English and Roman

Cost for 1600 per cm ht per letter

0001 Mate 0.0700 260.00 Each 18.20

0002 Mazdoor 0.5000 250.00 Each 125.00


0155 Premixed paint I class 0.5000 170.00 Litre 85.00

Sub Total 603.20 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 90.48 693.68 Add for Cess @ 1 % + VAT 2.8 % 26.36 Total Cost for 1600 per cm ht per letter 720.04 Total Cost for 1 per cm ht per letter = Rs. 0.45

8.4A Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 90 cm equilateral triangle (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50

0171 M.S angle,tee,channel,flat (average) 0.1900 4000.00 Qtl 760.00




Code Description Qty Rate Unit Amount 0700 90 cm equilateral triangle sign board 0.3500 770.00 each 269.50


8.4B Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm equilateral triangle (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50



0701 60 cm equilateral triangle sign board 0.1560 342.94 each 53.50


8.4C Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60cm Circular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each



Code Description Qty Rate Unit Amount 0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50



0702 60 cm circular sign board 0.2830 621.72 each 175.95


8.4D Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 80cm X 60cm rectangular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50



0703 80 cm X 60 cm rectangular sign board 0.4800 1056.00 each 506.88


8.4E Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 Puducherry Region Page 159


Code Description Qty Rate Unit Amount mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm X 45cm rectangular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50



0704 60 cm X 45 cm rectangular sign board 0.2700 594.00 each 160.38


8.4F Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm X 60cm square (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50



0705 60 cm X 60 cm square sign board 0.3600 792.00 each 285.12



Code Description Qty Rate Unit Amount Total Cost for 1 each 1329.21 Total Cost for 1 each = Rs. 1329.21

8.4G Providing and fixing of retro - reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 90 cm high octagon (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

Cost for 1 each

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2500 250.00 Each 62.50



0706 90 cm high octagon sign board 0.6720 1261.00 each 847.39


8.5 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground level.

Cost for 0.9 sqm

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.2000 250.00 Each 50.00



0707 Alumi.sheet -encapsulated lens-reflective 0.9000 8875.00 sqm 7987.50 sheet(diamond gr.)

Sub Total 8806.70



Code Description Qty Rate Unit Amount Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 1321.01 10127.71 Add for Cess @ 1 % + VAT 2.8 % 384.85 Total Cost for 0.9 sqm 10512.56 Total Cost for 1 sqm = Rs. 11680.62

8.6 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground level.

Cost for 1.5 sqm

0001 Mate 0.0100 260.00 Each 2.60

0002 Mazdoor 0.3000 250.00 Each 75.00




Sub Total 14916.70 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 2237.51 17154.21 Add for Cess @ 1 % + VAT 2.8 % 651.86 Total Cost for 1.5 sqm 17806.07 Total Cost for 1 sqm = Rs. 11870.71

8.7A Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans -Truss and vertical support.

Cost for 1 tonne 0001 Mate 0.2400 260.00 Each 62.40

0002 Mazdoor 4.0000 250.00 Each 1000.00




Code Description Qty Rate Unit Amount 0603 Truck 10 tonne capacity 0.5000 280.00 Hr. 140.00

0604 Light crane 3 tonne capacity 3.0000 400.00 Hr. 1200.00

0708 Aluminium alloy/ galvanised steel 1.0500 39600.00 tonne 41580.00 including 5% wastage


8.7B Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans-Aluminium alloy plate for over head sign.


0002 Mazdoor 0.1500 250.00 Each 37.50


0708A Alumi.sheet -encapsulated lens with high 1.0000 4875.00 sqm 4875.00 intensity grade


8.8 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

Cost for 40 sqm

0001 Mate 0.1200 260.00 Each 31.20



Code Description Qty Rate Unit Amount 0002 Mazdoor 1.0000 250.00 Each 250.00


0382 Enamel paint 6.0000 170.00 Litre 1020.00


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

Cost for 10 sqm

0001 Mate 0.0300 260.00 Each 7.80

0002 Mazdoor 0.2500 250.00 Each 62.50


0387 Ready mixed paint 1.2500 170.00 Litre 212.50


8.10 Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade.


0002 Mazdoor 0.2000 250.00 Each 50.00


0387 Ready mixed paint 1.5000 170.00 Litre 255.00



Code Description Qty Rate Unit Amount Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 68.30 523.60 Add for Cess @ 1 % + VAT 2.8 % 19.90 Total Cost for 10 sqm 543.50 Total Cost for 1 sqm = Rs. 54.35

8.11.3A Supplying and fixing of cantilever type destination sign boards with diamond graded reflective sheeting in rectangular shape of size 1.20 m x 0.9 m of double sided board including the cost and conveyance of reflective sheeting and providing symbols and letterings by high intensity grade reflective white sheeting fixed over the aluminium plates of all sizes not less than 2 mm thick suitably framed and supported by M.S. angles of size 40 mm X 40 mm X 6 mm with required bolt and nuts. The rectangular board is fixed in the post pipe of 100 mm dia M.S. Heavy vertically 4.8 mts height and horizontally 1.2 m and both the vertical and horizontal are connected by a 100 mm dia M.S. heavy bend with inner support sleeves welded firmly and a base plate of size 30 cm X 30 cm welded at the bottom with necessary anchoring supports. The board and the post pipe are connected by 32 mm dia M.S. pipe with suitable bolts and clamps of 12 cm length by horizontally 3 places and vertically 2 places and a cross tie flat is provided at the bottom of the board with pipe post to hold the hanging strength. Finally the board frame and the post pipe are painted by Zinc chromate primer and aluminium paint and embedded in ground pit of size 0.8m X 0.8 m X 0.9 m with PCC 1:2:4 complete

Cost for 1 each

0194 M.S plate 5.6500 44.00 Kg 248.60

0404 Aluminium plate - 2 mm thick 2.1600 1120.00 sqm 2419.20

0407 Conversion charges such as computerised 2.1600 650.00 sqm 1404.00 designing

0408 M.S.pipe - 'C' class 100 mm dia 6.0000 740.00 metre 4440.00

0409 M.S. 'c' bend 100 mm dia 1.0000 400.00 each 400.00

0410 M.S.dummy plate 100 mm dia 1.0000 25.00 each 25.00

0411 M.S.pipe 32 mm dia 125 mm long with 5.0000 45.00 each 225.00 joint plate bolt and nut



1006 M.S.square bars 2.4000 45.00 kg 108.00

1007A Structurals such as tees, angles, channels 35.7000 37.00 kg 1320.90 above 75 mm depth

2.8.1 E.W.Excavation in foundation 0.5760 225.80 cum 130.06



Code Description Qty Rate Unit Amount 4.5.3 P.C.C 1:2:4 0.5760 3388.91 cum 1952.01

9999 Sundries 2593.170 1.21 LS 3137.74 0


8.11.3B Fabrication, supply and fixing of informatory board of size 1.2 m X 0.6 m of diamond graded reflective sheeting encapsulated on aluminium sheets of not less than 2 mm thick suitably supported and framed by M.S angles of size 40 mm X 40 mm X 6mm. The informatory lettering and the symbols will be provided by high intensity white grade white sheeting. The board is supported by a post pipe of size 80 mm dia M.S. heavy for a height of 3.6 m and extended and supported to the extreme width of the board on the rear side. This board frames and post pipes will be painted by Zinc chromate primer and white colour enamel paint and embedded in ground pit of size 0.6m X 0.6 m X 0.6 m with PCC 1:2:4. Rate includes all materials, labour charges conveyance concreting, painting

Cost for 1 each 0404 Aluminium plate - 2 mm thick 0.7200 1120.00 sqm 806.40

0407 Conversion charges such as computerised 0.4800 650.00 sqm 312.00 designing

0412 M.S pipe C class 80 mm dia 4.8000 550.00 metre 2640.00



1007A Structurals such as tees, angles, channels 14.7000 37.00 kg 543.90 above 75 mm depth


4.5.3 P.C.C 1:2:4 0.2160 3388.91 cum 732.00

9999 Sundries 529.6600 1.21 LS 640.89

Sub Total 14453.96 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 2168.09 16622.05 Puducherry Region Page 166


Code Description Qty Rate Unit Amount Add for Cess @ 1 % + VAT 2.8 % 631.64 Total Cost for 1 each 17253.69 Total Cost for 1 each = Rs. 17253.69

8.11A Painting lines,dashes, arrows,etc., on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-over 10cm in width.

Cost for 10 sqm

0001 Mate 0.0900 260.00 Each 23.40

0002 Mazdoor 1.5500 250.00 Each 387.50


0156 Road marking paint 1.4800 275.00 Litre 407.00


8.11B Painting lines,dashes, arrows,etc., on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-upto 10cm in width.

Cost for 10 sqm

0001 Mate 0.0700 260.00 Each 18.20

0002 Mazdoor 1.3500 250.00 Each 337.50






Code Description Qty Rate Unit Amount Total Cost for 10 sqm 1029.51 Total Cost for 1 sqm = Rs. 102.95

8.12A Painting lines,dashes, arrows,etc., on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-over 10cm in width.

Cost for 10 sqm

0001 Mate 0.0600 260.00 Each 15.60

0002 Mazdoor 1.2500 250.00 Each 312.50




8.12B Painting lines,dashes, arrows,etc., on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-upto 10cm in width.

Cost for 10 sqm

0001 Mate 0.0700 260.00 Each 18.20

0002 Mazdoor 1.3500 250.00 Each 337.50



Sub Total 708.20 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 106.23 814.43 Add for Cess @ 1 % + VAT 2.8 % 30.95 Total Cost for 10 sqm 845.38



Code Description Qty Rate Unit Amount Total Cost for 1 sqm = Rs. 84.54

8.13 Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Cost for 600 sqm

0001 Mate 0.0300 260.00 Each 7.80

0002 Mazdoor 0.7500 250.00 Each 187.50


0709 Road marking machine 10.0000 250.00 hour 2500.00

0710 Hot applied thermoplastic compound 1500.000 160.00 litre 240000.00 0

0711 Reflectorising glass beads 150.0000 45.00 kg 6750.00


8.14A Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980,fixing in position including painting and printing etc-5th kilometre

Cost for 6 Nos

0001 Mate 0.2600 260.00 Each 67.60

0002 Mazdoor 6.0000 250.00 Each 1500.00



3.13a Earth work in excavation 1.6800 208.32 cum 349.98

7.2 Cement concrete m15 2.3500 3330.00 Cum 7825.50

7.6a Mild steel reinforcement 0.0220 42715.00 Tonne 939.73

8.6b Painting new letters and figures of any 1800.000 0.98 1 let/cm 1764.00 shade 0 ht

8.8 Painting two coats on conc surface 9.8500 46.78 sqm 460.78



Code Description Qty Rate Unit Amount Sub Total 15097.59 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 2264.64 17362.23 Add for Cess @ 1 % + VAT 2.8 % 659.76 Total Cost for 6 Nos 18021.99 Total Cost for 1 Nos = Rs. 3003.67

8.14B Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980,fixing in position including painting and printing etc-ordinary kilometre

Cost for 14 Nos 0001 Mate 0.3200 260.00 Each 83.20

0002 Mazdoor 7.0000 250.00 Each 1750.00



3.13A Earth work in excavation 2.7700 208.32 cum 577.05


7.6A Mild steel reinforcement 0.0263 42715.00 Tonne 1124.26

8.6B Painting new letters and figures of any 1680.000 0.98 1 let/cm 1646.40 shade 0 ht


Sub Total 20598.77 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 3089.82 23688.59 Add for Cess @ 1 % + VAT 2.8 % 900.17 Total Cost for 14 Nos 24588.76 Total Cost for 1 Nos = Rs. 1756.34

8.14C Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980,fixing in position including painting and printing etc-Hectometre

Cost for 33 Nos

0001 Mate 0.3400 260.00 Each 88.40

0002 Mazdoor 7.0000 250.00 Each 1750.00



Code Description Qty Rate Unit Amount 0013 Mason (average) 1.5000 350.00 Each 525.00





8.6B Painting new letters and figures of any 330.0000 0.98 1 let/cm 323.40 shade ht


Sub Total 13330.26 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 1999.54 15329.80 Add for Cess @ 1 % + VAT 2.8 % 582.53 Total Cost for 33 Nos 15912.33 Total Cost for 1 Nos = Rs. 482.19

8.15 Supplying and installation of delineators (road way indicators, hazard markers,object markers),80-100cm high above ground level, painted black and white in 15cm wide strips, fitted with 80X100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC:79

Cost for 30 each

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00

0712 Delineators 30.0000 1025.00 each 30750.00


8.16 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.

Cost for 57 each



Code Description Qty Rate Unit Amount 0001 Mate 0.5700 260.00 Each 148.20

0002 Mazdoor 14.2500 250.00 Each 3562.50


0713 Stone spall 11.9700 750.00 cum 8977.50




8.6B Painting new letters and figures of any 2280.000 0.98 1 let/cm 2234.40 shade 0 ht


8.17 Providing and fixing 1.2metres high GI barbed wire fencing with 1.8m angle iron posts 40 mmX40mmX6mm placed every 3 metres center to center founded in M15 grade cement concrete,0.6metre below ground level,every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 807.


0002 Mazdoor 2.0000 250.00 Each 500.00


0168 M.S angle 0.8050 4050.00 Qtl 3260.25

0172 G.I barbed wire min 9.3kg/rm 0.3142 6000.00 Qtl 1885.20

Sub Total 5738.85 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 860.83 6599.68 Add for Cess @ 1 % + VAT 2.8 % 250.79 Total Cost for 30 Rmt 6850.47 Puducherry Region Page 172


Code Description Qty Rate Unit Amount Total Cost for 1 Rmt = Rs. 228.35

8.18 Providing and fixing 1.8m high GI barbed wire fencing with 2.4m iron posts 50mmX50mmX6mm placed every 3 metre center to center founded in M15 grade cement concrete 0.6 metre below ground level,every 15th post last but one end post and corner post on one side only and provided with 12 horizontal lines and 2 diagonals inetrwoven with horizontal wires, fixed with GI staples, turn buckles etc., complete as per Clause 807.

Cost for 30 Rmt

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 2.5000 250.00 Each 625.00


0168 M.S angle 1.5200 4050.00 Qtl 6156.00

0172 G.I barbed wire min 9.3kg/rm 0.4015 6000.00 Qtl 2409.00


8.19 Providing 1.2m high fencing with angle iron posts 50mmX50mmX6mm at 3 metre center to centerwith 0.40 metre embedded in M15 grade cement concrete, corner,end and every 10th post to be strutted, provided with welded steel wire fabric of 75mmX50mm mesh or 75mmX25mm mesh and fixed to iron posts by flat iron 50X5mm and bolts etc,. Complete in all respects.


0002 Mazdoor 2.0000 250.00 Each 500.00






Code Description Qty Rate Unit Amount Total Cost for 30 Rmt 1007.72 Total Cost for 1 Rmt = Rs. 33.59

8.20 Providing, fixing and erecting 50mm dia steel pipe railing in 3 rows duly painetd on medium weight steel channels (ISMC series) 100 mmX 50 mm, 1.2 metre high above ground, 2m center to centre, complete as per approved drawings.


0002 Mazdoor 0.2500 250.00 Each 62.50

0070 Plumber 0.0100 300.00 Each 3.00



8.21 Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts 1.8 metre high (1.2 m above GL) with 3 holes 50 mm dia pipe,fixed 2 metre centre to, complete as per approved drawing.


0002 Mazdoor 0.3500 250.00 Each 87.50

0070 Plumber 0.0100 300.00 Each 3.00





Code Description Qty Rate Unit Amount 8.22 Provision of an reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450mm long at expansion joints filled with pre-moulded ashpalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/1/94-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.

Cost for 10 Linear metre

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00


Sub Total 270.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 40.50 310.50 Add for Cess @ 1 % + VAT 2.8 % 11.80 Total Cost for 10 Linear metre 322.30 Total Cost for 1 Linear metre = Rs. 32.23

8.23A Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,70 cm above road/ ground level,fixed on ISMC series channel vertical post,150X75X5 mm spaced 2 m centre-to-centre,1.8 m high,1.1m below ground/road level, all steel parts and 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 150X75X5mm, 330m long complete as per Clause 810.

Cost for 4.5 Rmt

0001 Mate 0.0600 260.00 Each 15.60

0002 Mazdoor 1.0000 250.00 Each 250.00



Sub Total 438.60 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 65.79 504.39 Add for Cess @ 1 % + VAT 2.8 % 19.17 Total Cost for 4.5 Rmt 523.56



Code Description Qty Rate Unit Amount Total Cost for 1 Rmt = Rs. 116.35

8.23B Providing and erecting a "Thrie" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,85 cm above road/ ground level,fixed on ISMC series channel vertical post,150X75X5 mm spaced 2 m centre-to-centre,2 m high with 1.15m below ground 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 150X75X5mm, 546mm long complete as per Clause 810.

Cost for 4.5 Rmt

0001 Mate 0.0600 260.00 Each 15.60

0002 Mazdoor 1.0000 250.00 Each 250.00



Sub Total 438.60 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 65.79 504.39 Add for Cess @ 1 % + VAT 2.8 % 19.17 Total Cost for 4.5 Rmt 523.56 Total Cost for 1 Rmt = Rs. 116.35

8.24 Supplying and fixing of plastic speed bump made out of ABS material. It can bear a load of 80 Tons (Approx).Two highly reflective reflectors moulded in PMMA materials are welded with ABS base plate through ultra sonic welding process and then fixed on to the speed bump so that dust and water cannot touch reflector's inside area and this it maintains its reflectivity for a long time. The speed bump is designed so dynamically and compact that it can bear maximum load on it. Size of the speed bump; Length-750 mm, Width-250mm, Height- 75mm. It is available in yellow/black combination. It is also available in White/Black combination.

Cost for 1 Rum 0413 Speed bump of 1.0000 4153.92 each 4153.92 ABSmaterial-750x250x75mm-white/yell

Sub Total 4153.92 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 623.09 4777.01 Add for Cess @ 1 % + VAT 2.8 % 181.53 Total Cost for 1 Rum 4958.54



Code Description Qty Rate Unit Amount Total Cost for 1 Rum = Rs. 4958.54

8.25 Supply and installation of solar powered LED Amber blinkers 24 hours operation with Ultra bright Amber/ Red Solid State LED's. the operating voltage is 24 V and the battery and the LED's array enclosure is 300 mm dia with protection glass. The system shall blink 30 blinks per minute. Battery shall be of SMF and expected life shall be 2 years and panel life shall be expected 10 years. The visibility shall be 800 mts. The blinker shall be fixed in G.I. pipe class B of 4" dia reduced to 3" dia G.I.pipe class B. the rate shall include fixing below ground level of 1.20mts depth embedded in CC 1:2:4 of size 50 cm X 50 cm, pipe painted with primer and two or more coat enamel paint of required colour all as

Cost for 1 each

0416 Solarpanel&yellowblinker with battery 1.0000 43000.00 job 43000.00 suitable for24X7(opr)

0417 Labour+crane charges for the pipes in to 1.0000 1900.00 job 1900.00 the pit

0418 Fabricated class I 4" pipestaggeredto 3" 1.0000 9650.00 job 9650.00 dia+transportcharge

0419 Plastering all the 5 sides+Painting 1.0000 350.00 job 350.00

0420 Crane charges for fixing aspect and solar 1.0000 2400.00 job 2400.00 panel


4.5.3 P.C.C 1:2:4 0.3000 3388.91 cum 1016.67


8.30 Tile work in skiriting raising of steps and dado (upto 2m height ) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand ) end jointed with grey cement slurry at 3.3kg / 1sqm, including grooves joints 10mm wide and 10mm deep on all sides of tiles etc., complete flamed granite tiles 10mm thick.

Cost for 1 Sqm

0007 Mason I class 0.2500 375.00 Each 93.75

0028 Bhisthi 0.2500 250.00 Each 62.50

0101 Cement 0.0033 5300.00 Tonne 17.49

0125A 10mm thick flamed granite tile 1.1000 550.00 sqm 605.00



Code Description Qty Rate Unit Amount 2112 Cement mortar 1:3 0.0140 3515.32 cum 49.21

9999 Sundries 18.5500 1.21 LS 22.45



9. Pipe Culverts MainData Code Description Qty Rate Unit Amount

9.1 Plain cement concrete 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.


0002 Mazdoor 15.0000 250.00 Each 3750.00


0100 Sand 6.9000 550.00 Cum 3795.00

0101 Cement 3.3000 5300.00 Tonne 17490.00




0502 Cost of water 18.0000 100.00 Kl. 1800.00



9.2A Laying reinforced cement concrete pipe Np4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets-1000mm.

Cost for 12.5 metre 0001 Mate 0.1800 260.00 Each 46.80

0002 Mazdoor 4.0000 250.00 Each 1000.00


0100 Sand 0.0700 550.00 Cum 38.50

0101 Cement 0.0500 5300.00 Tonne 265.00

0714 RCC pipe NP-4/prestessed concrete pipe 12.5000 5335.00 Metre 66687.50 with collar at site



Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 10231.92 78444.72 Add for Cess @ 1 % + VAT 2.8 % 2980.90 Total Cost for 12.5 metre 81425.62 Total Cost for 1 metre = Rs. 6514.05

9.2B Laying reinforced cement concrete pipe Np4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets-1200mm.

Cost for 12.5 metre

0001 Mate 0.2800 260.00 Each 72.80

0002 Mazdoor 6.0000 250.00 Each 1500.00


0100 Sand 0.0900 550.00 Cum 49.50

0101 Cement 0.0700 5300.00 Tonne 371.00


Sub Total 69030.80 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 10354.62 79385.42 Add for Cess @ 1 % + VAT 2.8 % 3016.65 Total Cost for 12.5 metre 82402.07 Total Cost for 1 metre = Rs. 6592.17

9.3A Laying reinforced cement concrete pipe Np4/ prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling, concrete and masonry works in head walls and parapets - 1000mm.

Cost for 12.5 metre

0001 Mate 0.3600 260.00 Each 93.60

0002 Mazdoor 8.0000 250.00 Each 2000.00




0100 Sand 0.1400 550.00 Cum 77.00

0101 Cement 0.1000 5300.00 Tonne 530.00



9.3B Laying reinforced cement concrete pipe Np4/ prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling, concrete and masonry works in head walls and parapets - 1200mm.

Cost for 12.5 metre

0001 Mate 0.5600 260.00 Each 145.60

0002 Mazdoor 12.0000 250.00 Each 3000.00


0100 Sand 0.1800 550.00 Cum 99.00

0101 Cement 0.1400 5300.00 Tonne 742.00




10. Maintenance of Roads MainData Code Description Qty Rate Unit Amount

10.1 Restoration of rain cuts with soil, murram gravel or a mixture of these clearing the loose soil benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammers, to restore the original alignment, levels and slopes.


0002 Mazdoor 2.0000 250.00 Each 500.00

0306M Tipper 10 t capacity (10 cum ) for 20 km 1.0000 4668.31 job 4668.31 lead



10.2 Making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

Cost for 100 sqm

0001 Mate 0.1800 260.00 Each 46.80

0002 Mazdoor 4.5000 250.00 Each 1125.00

0307B Conveyance of concrete from batch mix 24.0000 202.97 tonne 4871.28 plant site towork site

0609 Excavator 0.2500 1550.00 Hr. 387.50





10.3 Stripping excess soil from shoulder surface to achieve the approved level and compacting it with plate compactor.

Cost for 100 sqm

0001 Mate 0.1000 260.00 Each 26.00

0002 Mazdoor 2.5000 250.00 Each 625.00



10.4 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 the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 511, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2.


0002 Mazdoor 90.0000 250.00 Each 22500.00


0106 Bitumen 80/100 14.9700 31346.82 Tonne 469261.90





0304A Batch mix HMP 100-120 TPH @75 6.0000 1600.00 hour 9600.00 tonne /hour output

0307B Conveyance of concrete from batch mix 45.0000 202.97 tonne 9133.65 plant site towork site




Add for CP for Materials & Labour @ 15 % 122167.52 936617.66 Add for Cess @ 1 % + VAT 2.8 % 35591.47 Total Cost for 10250 sqm 972209.13 Total Cost for 1 sqm = Rs. 94.85

10.5A 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 the base of excavation as per Clause 503, backfilling 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 - Grading I - 19mm (Nominal Size)

Cost for 4900 sqm

0001 Mate 2.9200 260.00 Each 759.20

0002 Mazdoor 70.0000 250.00 Each 17500.00



0106B Bitumen ( 60/70) 22.5000 32280.49 tonne 726311.03



0140A IRC HBG Metal 20mm-10mm 99.7500 800.00 Cum 79800.00



0321 Hire charge for tipper lorry 10t capacity 45.0000 255.00 Hr. 11475.00




10.5B 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 the base of excavation as per Puducherry Region Page 184


Clause 503, backfilling 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 - Grading II - 13mm (Nominal Size) Cost for 4900 sqm

0001 Mate 2.9200 260.00 Each 759.20

0002 Mazdoor 70.0000 250.00 Each 17500.00



0106B Bitumen ( 60/70) 22.5000 32280.49 tonne 726311.03






0321 Hire charge for tipper lorry 10t capacity 45.0000 255.00 Hr. 11475.00




10.6 Filling of crack using slow curing bitumen emulsion and applying crusher dust in case cracks are wider than 3 mm.

Cost for 500 Rmt

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00



Sub Total 1265.07



Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 189.76 1454.83 Add for Cess @ 1 % + VAT 2.8 % 55.28 Total Cost for 500 Rmt 1510.11 Total Cost for 1 Rmt = Rs. 3.02

10.7 Applying crusher dust to areas of road where bleeding of excess bitumen has occurred. Cost for 3500 sqm

0001 Mate 0.0800 260.00 Each 20.80

0002 Mazdoor 2.0000 250.00 Each 500.00



10.9 Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete.

Cost for 10 Rmt

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 0.5000 250.00 Each 125.00

0017 Chiseller 0.5000 260.00 Each 130.00

0211 Epoxy 2.5000 300.00 Kg 750.00




Total Cost for 10 Rmt 1227.60 Total Cost for 1 Rmt = Rs. 122.76

10.10 Removal of existing sealant and re-sealing of contraction,longitudinal or expansion joints in concrete pavement with fresh sealant material.


0002 Mazdoor 0.5000 250.00 Each 125.00

0152 Joint sealing compound 25mm deep 1.0000 95.00 Kg 95.00

0154 Premixed primer 0.2500 120.00 Litre 30.00



10.11 Removal of earth from the choked hill side drain and disposing it on the valley side manually.


0002 Mazdoor 1.0000 250.00 Each 250.00


10.12 Clearance of landslides in soil and ordinary rock by a bull-dozer D 80 A-12 180HP and disposal of the same on the valley side.



Cost for 100 cum

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00



10.13 Clearing of landslide in hard rock requiring blasting for 50 percent of the boulders and disposal of the same on the valley side.

Cost for 100 cum

0001 Mate 0.0900 260.00 Each 23.40

0002 Mazdoor 1.5000 250.00 Each 375.00

0015 Driller 0.7500 220.00 Each 165.00

0016 Blaster 0.0700 250.00 Each 17.50


0174 Detonators 70.0000 80.00 Each 5600.00





11. Horticulture MainData Code Description Qty Rate Unit Amount

11.1 Spreading of sludge farm yard manure or/ and good earth in required thickness(cost of sludge, farm-yard manure or/and good earth to be paid for separately)

Cost for 5 cum

0001 Mate 0.0400 260.00 Each 10.40

0002 Mazdoor 1.0000 250.00 Each 250.00


11.2A Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tlii the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed-in rows 15cm apart in either direction.

Cost for 100 sqm

0001 Mate 0.1700 260.00 Each 44.20

0002 Mazdoor 0.7500 250.00 Each 187.50

0002 Mazdoor 1.0000 250.00 Each 250.00


0715 Doob grass 100.0000 3.00 kg 300.00


11.2B Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tlii the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed-in rows 7.5 cm apart in either direction.

Cost for 100 sqm

0001 Mate 0.2200 260.00 Each 57.20



0002 Mazdoor 1.0000 250.00 Each 250.00

0002 Mazdoor 1.2500 250.00 Each 312.50


0715 Doob grass 200.0000 3.00 kg 600.00


11.3 Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm.

Cost for 100 sqm

0001 Mate 0.1500 260.00 Each 39.00

0002 Mazdoor 0.5000 250.00 Each 125.00

0030 Mali 1.0000 250.00 Each 250.00




11.4 Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering,etc.

Cost for 100 sqm 0030 Mali 10.0000 250.00 Each 2500.00




0502 Cost of water 15.0000 100.00 Kl. 1500.00


11.5 Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doob grass roots at 10 cm apart, including supplying and spreading of farmyard manure at rate of 0.6 cum per 100 sqm.

Cost for 100 sqm

0001 Mate 0.2500 260.00 Each 65.00

0002 Mazdoor 1.0000 250.00 Each 250.00

0030 Mali 1.5000 250.00 Each 375.00


0320 Hire charge for tractor 35 hp and above 0.0100 300.00 Hr. 3.00


0715 Doob grass 100.0000 3.00 kg 300.00


11.6 Maintenance of lawns with fine grassing for the first year including watering, etc., Cost for 100 sqm

0030 Mali 10.0000 250.00 Each 2500.00


0502 Cost of water 60.0000 100.00 Kl. 6000.00




11.7A Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metre and supplying and planting two rows of hedge plants at 30 cm apart.


0002 Mazdoor 10.0000 250.00 Each 2500.00

0002 Mazdoor 4.0000 250.00 Each 1000.00


0161 Hedge plant 680.0000 10.00 Each 6800.00


0502 Cost of water 3.0000 100.00 Kl. 300.00


11.7B Maintenance of hedge for one year Cost for 100 Rmt

0001 Mate 3.0000 260.00 Each 780.00

0002 Mazdoor 30.0000 250.00 Each 7500.00


0161 Hedge plant 68.0000 10.00 Each 680.00




0502 Cost of water 30.0000 100.00 Kl. 3000.00


11.8A Planting flowering plants and shrubs in central verge - 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

Cost for 1000 Rmt

0001 Mate 1.2000 260.00 Each 312.00

0002 Mazdoor 12.0000 250.00 Each 3000.00


0162 Plants 200.0000 15.00 Each 3000.00

0163 Shrubs 800.0000 15.00 Each 12000.00


0502 Cost of water 36.0000 100.00 Kl. 3600.00


11.8B Maintenance of flowering plants and shrubs in central verge for one year - 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

Cost for 1 km

0001 Mate 36.0000 260.00 Each 9360.00

0002 Mazdoor 365.0000 250.00 Each 91250.00

0160 Farm yard manure 10.0000 150.00 Cum 1500.00 Puducherry Region Page 193


0162 Plants 20.0000 15.00 Each 300.00

0163 Shrubs 80.0000 15.00 Each 1200.00


0502 Cost of water 180.0000 100.00 Kl. 18000.00

Sub Total 131060.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 19659.00 150719.00 Add for Cess @ 1 % + VAT 2.8 % 5727.32 Total Cost for 1 km 156446.32 Total Cost for 1 km = Rs. 156446.32

11.9 Planting of trees by the roadside (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.


0002 Mazdoor 2.0000 250.00 Each 500.00

0002 Mazdoor 15.0000 250.00 Each 3750.00



0502 Cost of water 12.0000 100.00 Kl. 1200.00


11.10 Renovation lawns including weeding forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubish as directed, including supplying good earth, if needed but excluding the cost of well decayed farmyard manure.



Cost for 100 sqm

0001 Mate 0.1200 260.00 Each 31.20

0002 Mazdoor 3.0000 250.00 Each 750.00


0502 Cost of water 3.0000 100.00 Kl. 300.00


11.11 Supply at site of work well decayed farm yard manure, from any available source, approved by the Engineer-in-charge including screening and stacking.

Cost for 1 cum



11.12 Supply at site of work / store - deoiled neem cake duly packed in used gunny bags. Cost for 1 quintal

0158 De-oiled neem cake 1.0000 800.00 Qtl 800.00



Total Cost for 1 quintal 954.96 Total Cost for 1 quintal = Rs. 954.96

11.13 Supplying sludge duly stacked at site/store Cost for 1 cum

0159 Sludge 1.0000 30.00 Cum 30.00


11.14 Half brick circular tree guard in 2nd class brick internal diametre 1.25 m above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement: 6 sand) and the intermediate courses being in dry honey comb masonry as per design complete.

Cost for 1 each

0001 Mate 0.0500 260.00 Each 13.00

0002 Mazdoor 0.2500 250.00 Each 62.50


0121 Bricks 0.2300 3000.00 1000 no 690.00

2110 Cement Mortar 1:6 0.0250 2166.38 cum 54.16


11.15 Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metre.



Cost for 10 metre

0001 Mate 0.0020 260.00 Each 0.52

0002 Mazdoor 0.0500 250.00 Each 12.50


0121 Bricks 0.0500 3000.00 1000 no 150.00


11.16 Making tree guard 53 cm dia and 1.3 m high as per Design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets, complete in all


0002 Mazdoor 0.0700 250.00 Each 17.50


0165 Empty bitumen drum 1.0000 100.00 Each 100.00

0166 M.S rivets 6mm x 10mm 22.0000 50.00 Each 1100.00


11.17 Maing tree guard 53 cm dia 2 metre high as per design from empty bitumen drums, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets complete in all

Cost for 1 each Puducherry Region Page 197


0001 respects. Mate 0.0400 260.00 Each 10.40 0002 Mazdoor 0.2000 250.00 Each 50.00


0165 Empty bitumen drum 1.5000 100.00 Each 150.00

0166 M.S rivets 6mm x 10mm 50.0000 50.00 Each 2500.00

0194 M.S plate 1.3000 44.00 Kg 57.20


11.18 Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and treeguards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.

Cost for 1 quintal

0001 Mate 0.4500 260.00 Each 117.00

0002 Mazdoor 2.5000 250.00 Each 625.00



Sub Total 5502.00 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 825.30 6327.30 Add for Cess @ 1 % + VAT 2.8 % 240.44 Total Cost for 1 quintal 6567.74 Total Cost for 1 quintal = Rs. 6567.74

11.19 Providing and fixing MS iron tree guard 60 cm dia and 2 metre high abvoe ground level formed of 4 Nos. (25 x 6 mm) and 8 Nos. ( 25 x 3 mm)vertical MS riveted to 3 Nos. (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming complete in all respects. Puducherry Region Page 198


Cost for 1 each

0001 Mate 0.0500 260.00 Each 13.00

0002 Mazdoor 0.2500 250.00 Each 62.50



11.20 Providing and fixing tree guard 0.60 metre square, 2 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together.

Cost for 1 each

0001 Mate 0.0500 260.00 Each 13.00

0002 Mazdoor 0.2500 250.00 Each 62.50


0040 Welder (average) 0.2500 275.00 Each 68.75

0144 Annealed steel wire 6.0000 47.00 Kg 282.00

0168 M.S angle 0.1350 4050.00 Qtl 546.75


11.21 Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and levelling the ground upto a depth of 150 mm , digging holes 0.9 m dia, 1 m deep, mixing farm yard / sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.



Cost for 1 hectare

0001 Mate 5.0000 260.00 Each 1300.00

0001 Mate 2.5000 260.00 Each 650.00

0002 Mazdoor 50.0000 250.00 Each 12500.00

0002 Mazdoor 25.0000 250.00 Each 6250.00






0502 Cost of water 18.0000 100.00 Kl. 1800.00


11.29A Supply of circular shaped steel tree guard of 45 cm dia and 1.5m height, which includes leg height of 15 cm. The tree guard circular frame is made out of 3 nos of horizontal rings using 20mm X 6mm, M.S. flats and vertical legs of 3 nos using 10 mm rod, intermediate gaps are welded with 9 nos of 6 mm rod verticals. The tree guard will be painted in green colour and required lettering will be provided in the name boards of size 23 cm X 51 cm at center and 15 cm X 51cm at the top using 20 gauge thick sheet, supported with 20 mm X 6mm M.S.flats at rear side all complete.

Cost for 2.12 sqm 1002 Steel Mild steel round bar 12mm dia & 5.7400 34.50 kg 198.03 below

1009 Steel flats exceeding 10mm thickness 5.9500 37.00 kg 220.15

1013 Steel mild steel sheets for tanks 1.5700 36.00 kg 56.52

13.82.1 Painting with ready mixed paint-new 2.1200 47.93 sqm 101.61 steel work

8.6B Painting new letters and figures of any 75.0000 0.98 1 let/cm 73.50 shade ht

8.6B Painting new letters and figures of any 50.0000 0.98 1 let/cm 49.00 shade ht Puducherry Region Page 200


9999 Sundries 37.8200 1.21 LS 45.76

Sub Total 744.57 Add for LS @ 0.00 % 0.00 Add for Sundries 0.00 Add for CP for Materials & Labour @ 15 % 111.69 856.26 Add for Cess @ 1 % + VAT 2.8 % 32.54 Total Cost for 2.12 sqm 888.80 Total Cost for 1 sqm = Rs. 419.25

11.30 Providing and laying soft Korean grass turfing including supplying red earth, manure, river sand, labour charges for ground preparation spreading earth and manure transportation of all and maintaining the lawn for initial three months etc. complete.

Cost for 1 sqm

0716 P/L soft Korean grass turfing & 1.0000 697.00 sqm 697.00 maintaining for 3 months



Documents

PUDUCHERRY REGION SUBDATA - Enathur | Kanchipuram