PSFS at Phase II New Rampur Distt Shimla HP SH Development of 49 Nos Plots I e providing and laying External Water supply Sewerage System and STP

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over reas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge, as directed by Engineer-incharge.All kinds of soil.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil pipe cables etc. not exceeding 80 mm.

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)

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

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

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

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 all work up to plinth level centering, shuttering, finishing and einforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)

52 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

20 mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girtg and finished even and smooth. Cement Mortar 1:4(1 Cement :4 sand).

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of 1:3 (1 cement: 3 fine sand)

6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 20mm nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.32 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)20 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)32 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)40m nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :-65 mm nominal bore

Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 - up to 600 mm dia

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :100 mm dia pipes

providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 150 mm dia pipes

Providing and laying S&S Ductile iron Pipes confirming to IS: 8329.Ductile iron Class K-9 Pipes.(15.1) 100mm dia .

Providing and laying S&S Ductile iron Pipes confirming to IS: 8329.Ductile iron Class K-9 Pipes.(15.1) 150mm dia .

Constructing brick masonry manhole in cemment mortar 1:4( 1Cement 4 Coarse Sand ) with R.C.C top slab with 1:1.5:3 mix (1 cement :1.5 carse sadm(zone-III) :3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix(1cemnt :4 coarse sand(n zone-III) :8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar1:3 (1cement: 3 coars sand ) finished with floting coat of neat cement and making channels in cement concrete 1:2:4 (1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size) finished with a floting coat of neat cement complete as per standard design: Inside size 90x80 cm and 45cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15kg); (a) With sewer brick masonary using common burant clay buliding bricks in cement mortar1:3(1 cemet:3 sand).

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With Sewer bricks conforming to IS : 4885

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar

Supplying and fixing SFRC cover with frame for Manhole/ Septiv tank 560mm internal diameter (medium duty) the weught of cover &frame to be not less then 173kg (weight of civer 70 kg& weight of rame 103 kg) i/c carriae of matrial in leads and lifts.

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing & fixing spindle fire hydrant with 65mm outlet with complete with components including carriage of matrial in all leads and lifts.

Sandeep Kumar