Construction of 04 Nos C Type Shops At Sub Mandi Sthal Jhabrera District Haridwar. Job-01

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soils.(2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (4.1.8)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) (6.1.2)

R.C.C work in Beams, suspended floors, roofs having slope up to 15 degree landings balconies, shelves, chajjas,lintel, bands plain window sills, staircases and spiral stair cases up to floor five level excluding cost of centring shuttering, finishing and reinforcement 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm)(5.3)

R.C.C work in walls (any thickness) i/c attached pilasters, buttresses, plinth & string courses, fillets, colums, pillars, piers, abutments, posts & struts etc up to floor five level excluding cost of centring shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm).(5.2.2)

Centring and shuttering including strutting, ropping etc. and removal of form for foundation footing, bases of columns, etc. for mass concrete.(5.9.1)

Centring and shuttering including strutting, ropping etc. and removal of form for columns , pillers piers, abutments, post and struts.(5.9.6)

Centring and shuttering including strutting ,ropping etc. and removal of form for suspended floors, roof, landing, balconies and access platform.(5.9.3)

Centring and shuttering including strutting ,ropping etc. and removal of form for lintel,beams,plinth beam, girders, bressumers and cantilevers.(5.9.5)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) (6.4.2)

Reinforcement for R.C.C work i/c straightening, cutting, bending, placing in position and binding all complete. Using Thermo-Mechanically Treated Bars (5.22.6)

Providing & laying in position specified grade of R.C.C. excluding the cost of centring, shuttering, finishing and reinforcement All work with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm) up to plinth level.(5.1.2)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work i/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(10.2)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm bend 87.5 degree ( 12.42.5.2)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion single socketed pipes 110 mm ( 12.41.2)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (2.25 A)

20mm thick cement plaster with 1:2( 1cement:2 Stone dust) (13.15)

12mm thick plaster with cement and c/sand mortar in 1:6 i/c supply of all material labor T&P etc for proper comp of work(13.4.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal size).( 4.1.2)

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. sqm 196.70 (13.26)

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied (13.45.1) @ 2.20kg/10 sqm sqm 232.00 (13.45.1)

Supplying and fixing rolling shutters of approved make, made of required size M.S.laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters. 80x1.25mm M.S. laths with 1.25 mm thick top cover (10.6.1)

Providing and fixing ball bearing for rolling shutters.(1-10-7)

Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.(2.27)

Extra for providing & mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.(13.21)

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur green marble sqm (11.23.5)

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