3 Providing and laying bituminous macadam of 50 mm as per clause 504.
1 of "MOST" specification
for base course with binder content @ 4% by weight of total mix including preparation of bases
including filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge
supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant
conforming and transporting laying and finishing with paver finisher to the required level, grade and
camber, rolling by power roller etc. complete including running expenses of all plants.
Cost for 1 (one) Sqm.
Sl. No. Sub-Heads/Items of work Quantity Rate Unit Amount Remarks
1 Providing and laying
bituminous macadam of
50 mm as per clause MSR,
504.1 of "MOST" 1 sqm 487.20 sqm Rs. 487.20 2017
Carriage of material by mechanical transport
(i) Stone metal 40mm
and below 0.066 cum 821.23 cum Rs. 54.20 A/Rate
(ii) Bitumen 80/100 0.0044 MT 151.89 MT Rs. 0.67 A/Rate
Rs. 542.07
4 Providing & applying evenly a priming/tack coat with bitumen (80/100).
i) 5 kg/10sqm Rs. 33.60
Carriage of bitumen by mechanical transport
0.0005 MT 288.37 MT Rs. 0.14 A/Rate
Rs. 33.74
5 Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification
for base course with binder content @ 4% by weight of total mix including preparation of bases
including filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge
supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant
conforming and transporting laying and finishing with paver finisher to the required level, grade and
camber, rolling by power roller etc. complete including running expenses of all plantspreparing
surface by brushing with wire brushes for remaining caked mud etc sweeping with brooms and
finally fanning the clearned surface with gunny bags to remove all loose dirt etc (a) B.T. Surface and
providing and applying evenly a priming/tack coat with bitumen 80/100 @ 5 kg/10 sqm.
Cost for 1 (one) Sqm.
Sl. No. Sub-Heads/Items of work Quantity Rate Unit Amount Remarks
1 Providing and laying 1 sqm 542.07 sqm Rs. 542.07 A/Rate
bituminous macadam of
50 mm as per clause
504.1 of "MOST"
2 Providing and applying
evenly a priming / tack 1 sqm 33.74 sqm Rs. 33.74 A/Rate
coat with bitumen 80/100 Rs. 575.81
@ 5 kg/10 sqm.
Carriage of mixed material by mechanical transport
0.109 MT 288.37 MT Rs. 31.43 A/Rate
Rs. 607.24
6 Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required
grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness
after compaction including through dressing of surface, screening and cleaning of stone materials
making component including coarse aggregate, fine aggregate and filler to obtain homogeneous
mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix
plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross
section over the existing surface.
Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required
grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness
after compaction including through dressing of surface, screening and cleaning of stone materials
making component including coarse aggregate, fine aggregate and filler to obtain homogeneous
mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix
plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross
section over the existing surface.
Cost for 1 (one) Sqm.
Sl. No. Sub-Heads/Items of work Quantity Rate Unit Amount Remarks
1 25 mm consolidated thick
single coat pre-mix
carpet surfacing with 0.27
cum stone chipping 12.0
mm size 0.19 cum and MSR,
10 mm size 1 sqm 328.20 sqm Rs. 328.20 2017
Carriage of material by mechanical transport
