Construction of OHT 260 KL Capacity 20M Staging Rising main, Pump house, Connecting main, Distribution pipe line works and other appurtenant works of Prempur Loshgyani Water Supply Scheme of Block Haldwani.

Amount

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 - for bituminous road

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 1.5 M and lead up to 30 M with back filling, watering, ramming of excavated earth in the trenches.

Soil mixed with boulders and bajari

Supply of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

200 mm dia, (4.8 mm thick))

Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of ''EPDM" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete. DI K-9 pipe confirming to IS:8329/2000 : 100 mm dia

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

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 Upto 600 mm dia

Supply of all materials, Carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp & oil etc) in trenches with its cutting, threading and testing of pipe line and supply of labour ,T&p etc complete in all respect.

150mm dia

125mm dia

100 mm dia

80 mm dia

65 mm dia

50 mm dia

15 mm dia

Supply and fixing of the following fittings including cartage of materials labour T&P and testing of valves etc. complete CI/DF Sluice valve I S Confirming IS: 14846-2000 ( Kirloskar or equivalent) PN 1.0

Brass/GM Gate Valve

Double acting Air Valve 50 mm dia

Supply of all materials, labour, T&P etc and construction of following capacity over head tank with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x1m R.C.C. landing at suitable locations and railed with 3 rows of 20mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and washout pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex.)/enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .

R.C.C. O.H.T. of 260 KL and 20 m staging

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 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) 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 F.P.S. bricks.

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 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 ) 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 F.P.S. bricks

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 mm to 80 mm

100 mm to 150 mm

Inserting and fixing water meters or fittings such as stop cocks, wheel valves etc. in the existing G.I. pipe lines including cutting and threading pipe and making long threads etc. complete,

32 mm to 40 mm

50 mm to 80 mm & above size

Providing and fixing with all materials T&P labour Functional House Hold Tap Connection with aerator tap & etc complete. (Including 6 meter G. I. pipe length)

Supply of all materials, labour, T&P etc. & Shifting of Connections.(15 mm dia pipe).

Excavation work by mechanical means / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto 1.5 m, and 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 excluding the cost of centering and shuttering : 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 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).

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

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 doors, window, ventilator, gate and similar works. use angle, square bar, etc

Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) grade, up to plinth level.

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).

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars FE 500D.

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

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.

12 mm cement plaster of mix in 1:4 (1 cement : 4 coarse sand)

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 & 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 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.

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

Providing and laying in position cement concrete of specified grade All work up to plinth level - 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).For Road reinstatement w& etc.works.

Dismantling & Reinstatement of following type of road surface as per direction of engineer in charge after laying& testing of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

Cement concrete road

Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete