Construction of approach road to EWS Housing Colony Udheywala Phase-II including completion of balance work of vented causeway and allied works.

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soils

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Supply and filling of River Bed Material (RBM) in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including all carriages, leads and lifts. (Complere Job)

Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms

Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and wall. Above 20 cms

Providing and laying WBM with specified stone aggregates, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity. WBM grade II with 63 mm to 45mm size including stone screening 13.2 mm size (Complete Job).

Providing and laying WBM with specified stone aggregates, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity. WBM grade III with 53 mm to 22.4 mm size including stone screening 11.2 mm size (Complete Job).

Providing and laying 25mm thick open graded premix carpet surface manually with 2.25 cum and 1.12 cum of stone chipping of 13.2mm size and 11.2mm size respectively and 52 Kg and 56 Kg of hot bitumen per cum of stone chipping of 13.2mm and 11.2mm size respectively and consolidation with road roller of 6 to 9 tonne capacity including preparation of existing road surface as per specification and then laying of tack coat with hot straight run bitumen of grade 80/100 spraying the bitumen with mechanically operated spray unit @ 0.75 Kg/Sqm over WBM surface and finally finishing the surface with seal coat using 128 Kg of bitumen of grade 80/100 per cum of fine aggregate and 0.60 cum of fine aggregate (crusher sand) per 100 Sqm of road surface including rolling and finishing with 6 to 9 tonne road roller complete (finished item including cost of bitumen. (Complete Job).

Providing and laying 50 mm thick cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Providing and laying 110 mm dia PVC (Low Cost ) as weep holes in the R/Wall / Edge wall

Sushil Kumar

M/S RAJ KUMAR SHARMA CONTRACTOR