Construction of Road and Black topping from House of Garu Bhagat at Harsha Dabbar Pyt Harsha Dabbar

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 Mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr. including disposal of excavated earth upto 1 Mtr. from cutting edge disposed earth is to be levlelled and neatly dressed in all kinds of soil, complete job indling all lead lift carriages complete

Providing and laying in position cement concrete of grade 1:6:12 (1 cement :6 coarse sand :12 graded stone aggregate 40 mm nominal size ) excluding the cost of centring and shuttering-all work upto plinth level.(Crushed stone Aggregate 20mm ) complete job indling all lead lift carriages complete

Providing and laying in position cement concrete of grade 1:3:6 with 30% boulders (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size ) excluding the cost of centring and shuttering-all work upto plinth level.(Crushed stone Aggregate 20mm ) complete job indling all lead lift carriages complete

Stone filling hand packed including supply of stones indling all lead lift carriages complete

Centring and shuttering including strutting, propping etc and removal of form for:- Foundations, footings, bases of columns complete job indling all lead lift carriages complete

Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50 mmthick with 20mm nominal size stone aggregate. (a) Crushed complete job indling all lead lift carriages complete

Providin.9 and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level. 1:2"4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) complete job indling all lead lift carriages complete

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars. complete job indling all lead lift carriages complete

Providing and Laying WBM Grade II (Shingel) with specified stone aggregate (63 mm to 45 mm) including stone screening and binding material including screeting, sorting spreading to template and consolidation with power rorad rolled of 8 to 10 tonne capacity complete job indling all lead lift carriages complete (finished work to be paid 0.075 mm thick) complete job indling all lead lift carriages complete

Providing and Laying WBM Grade III (Metal) with specified stone aggregate (53 mm to 22.40 mm) including stone screening and binding material including screeting, sorting spreading to template and consolidation with power rorad rolled of 8 to 10 tonne capacity complete job indling all lead lift carriages complete (finished work to be paid 0.075 mm thick) complete job indling all lead lift carriages complete

Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M.@ 0.75 Kg/sqm. complete job indling all lead lift carriages complete

2 cm premix carpet surfacing with 1.8cu.m. and 0.90 cu.m of stone chippings of 13.2 mm size and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt 80/1 00 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. complete job indling all lead lift carriages complete

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. complete job indling all lead lift carriages complete

ASHWANI KUMAR

M/s Anil Gupta

Kuldeep Raj

S.Lakhbir Singh

RAJ KUMAR

Vicky Sharma

Kishore Kumar Sharma