Providing laying and fitting of G.I Pipes in gravity main for Barshalla,Haddole and Distribution system for Khawra,Bhammar,Bharsalla, bhatkoot,Haddar,Gratan

Amount

Carriage of Pipes from Nerest source to road side for an av. Distance of 220 km. by Mechanical transport including loading, unloading and stacking.

Carriage of material from Nerest source to road side for an av. Distance of 15 km. by Mechanical transport including loading, unloading and stacking. Cement

Steel

Carriage of material from Nerest source to road side for an av. Distance of 08km. by Mechanical transport including loading, unloading and stacking. Sand

Carriage of Pipes from road side to site of work by manual labour for an average distance of 13km including loading unloading and stacking for Gravity and distribution system.

Carriage of material from road side to site of work for an av. Distance of 13km. By Head load including loading unloading and stacking. cement

Steel

Carriage of material from road side to site of work for an av. Distance of 04km. By Head load including loading unloading and stacking. Bajri 20mm

Carriage of material from road side to site of work for an av. Distance of 02km. By Manual Labour including loading unloading and stacking. Bajri 40mm

Carriage of stone from nearest source to site of work at an. distance of 01km by head load including loading unloading and stacking.

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 exceding 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 surplusexcavated earth as directed:70% and 30%

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 exceding 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: A.K.O.S

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate; 40 mm nominal size)Bed

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate; 20 mm nominal size) Bed

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers abutment, posts and struts etc. up to floor five level including curing but excluding cost of centering shuttering finishing and reinforcement. 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate; 20 mm nominal size) Walls

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degrees, landings balconies, shelves, chajjas ,lintels ,bands plain window sills, staircases and spiral stairs cases up to five level including curing but excluding cost of centering shuttering finishing and reinforcement with. 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate; 20 mm nominal size) Beams

Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, Folded plates and roofs having slope more than 15°upto floor five level excluding the cost of cantering, shuttering, finishing and reinforcement with (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate; 20mm normal size) domes

Centering & Shuttering Foundations, footings, bases of columns

Walls (any thickness ) including attached pilasters, buttresses, plinth and string courses etc.

Lintels beams plinth beams, girders, brassumers and cantilevers.

Arches, domes ,Vaults up to 6m span.

Steel Reinforcement for R.C.C works including straightening, cutting, bending, placing in position and binding all complete upto plinth level. T.M.T

12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement: 3 fine sand.

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 and curing complete, but excluding the cost of nosing of steps etc. complete. 50mm thick 20mm nominal size stone aggregate nallah.

Structural Steel work in single section fixed with or without connecting plate including cutting hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Dry Random Rubble Masonry with hard stone in foundation and plinth using Nallah stone without bond stones.

Providing and fitting of G.I pipes complete with all G.I fitting excluding trenching and refilling etc.(externel work) 40mm

Returning Refilling of available excavated soil as reduired in layers not exceeding 20cm in depth (Except rolling and watering) 70% of qty of Pipe Tranch

DEWAN CHAND THAKUR

Civil work contractor

ABDUL LATIEF

M/s Sameena Begum Co

Shabir Ahmad Dev