Construction of Pump house and boundary wall and pipe line and other appurtenant works of CMD 8 No Tube well Urban Water Supply Scheme of Haldwani

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. - All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work up to plinth level - 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 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).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.

Supplying and filling in plinth with earth, sand and other filling materials under floors including, watering, ramming consolidating and dressing complete.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. - Using M.S. angels 40x40x6 mm for diagonal braces.

Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitered and joined at the corners by means of M.S. galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of ’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanized M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for window, ventilator and similar works. use angle, square bar, etc

Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes.

Providing & fixing fly proof wire gauze to windows and ventilator with M.S. Flat 15x3 m and nuts & bolts complete. - Galvanized M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.

Providing and laying in position specified grade of reinforced cement concrete: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) - Plinth Band, Lintel Band, shelves etc.

Reinforced cement concrete different works upto floor five level 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).

For Slab

For Column

Centering and shuttering including strutting, ropping etc. and removal of form

For Foundation

For Slab

For Beam

For Column

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars.

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. - ISMB 300 x 140

12 mm cement plaster of mix in 1:6 (1 cement : 6 coarse sand)

62 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 is mixed @ 2 liter per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinkable priming coat to give an even shade.

Finishing walls with exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).

Painting Steel work(doors, windows, etc.) with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture.

Providing and fixing on wall face unplasticised Rigid PVC pipes. With 110 mm diameter

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm - White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing PTMT bib cock of approved quality and color. - 15mm nominal bore, 90mm long, weighing not less than 93 grams.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. - 15mm dia

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Making soak pit 2.5 m diameter circular / 2.5 m square 3.0 meter deep with 45 x 45 cm dry brick honey With F.P.S. bricks

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. - All kinds of soil.

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand).

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.

Providing and laying cement concrete in coping up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand).

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Excavation in soil mixed with single boulders etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches.with back filling ,watering ,ramming of excavted earth in the trenches

Soil mixed with boulders and bajari

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete.D.I. PIPE CONFORMING TO IS : 8329/2000

D. I . Pipe S&S K-9, 200mm dia

Supply, Laying and jointing of G.I. screwed pipes in trenches with its cutting threading and testing of pipe line complete with labor, T&P and necessary equipment which is needed, including supply of all joint material like special, white lead, hemp and oil etc.

50 mm dia(G.I. Pipe Medium quality)

65 mm dia(G.I. Pipe Medium quality)

80 mm dia(G.I. Pipe Medium quality)

100 mm dia(G.I. Pipe Medium quality)

125 mm dia(G.I. Pipe Medium quality)

150 mm dia(G.I. Pipe Medium quality)

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in - charge.

Bituminous road

Making connection with the existing M.S Galvanised mains of upto 25mm nominal dia,including cutting and threading of pipe,bailing out water, fixing,if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.(50 - 80mm-)

Making connection with the existing M.S Galvanised mains of upto 25mm nominal dia,including cutting and threading of pipe,bailing out water, fixing,if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.(100 -150mm)

Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and costruction of chamber.

D.I. D/F Sluice Valves Confirming to IS: 14846 - 2000 (Kirloskar or equivalent)

50 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

M/s G S Mehra and Sons