Construction of 9 mtr. Span R.C.C culvert in Toph Sherkhania near Royal Farm Flats and raising of approved land (Balance work)

Amount

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:4:8 or leaner mix (i/c equivalent design mix)

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

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 soil

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil. Upto 1.5 mt. beyond 1.5 mtr. to 3 mtr.

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil. Beyond 3 mtr. to 4.5 mtr.

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: 1:4:8 (1 cement : 4 coarse sand : 8 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

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

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)

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: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

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

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)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

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).

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

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).

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two of more coat on new work.

Provision for dewatering and temporarily diverson during execution.

Labor engaged for cleaning of existing abutment

Skilled labour (Black smith) engaged for straightening of steel in existing abutment

Disposal of mulba by mechanical transport including loading unloading upto dumping at site (Complete Job)

Ranjit Singh

Ashwani Kumar

PAROSHTAM LAL

M/S RAJ KUMAR SHARMA CONTRACTOR

Makhan Lal Mattoo Govt. Contractor