Peerumadara GOV WS Scheme Block Ramnagar Nainital

Amount

Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.

RCC OHT 350 KL capacity staging 18.00 meter.

Excavation of earth for pipe line in trenches following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete.

Excavation in single mixed with boulders etc for pipe line trench.

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of following Rising Main Pipe, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

MSERW Yst 210 grade Pipes 125 mm dia, 4.8 mm thick

Supply of all materials providing all cartage of following sizes G.I.(M) pipes, specials & fittings, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required.Complete in all respect G.I.(M) Pipe as per IS: 1239/1985 Part-1

15mm dia

20 mm dia

25 mm dia

Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE 100 PN-8

50 mm dia

63 mm dia

75 mm dia

90 mm dia

110 mm dia

140 mm dia

160 mm dia

180 mm dia

Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main confirming to IS:14846-2000 in position etc. complete.

125 mm dia. Cast steel Sluice Valve, PN-16

Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main confirming to IS:14846-2000 in position etc. complete.

125 mm dia. Cast steel Reflux Valve, PN-16

65 mm dia

80mm dia

100 mm dia

150 mm dia

200 mm dia

80 mm dia

Supply of all materials, labours, T&P. etc.and construct Gate valve chamber as per type design complete.

Gate valve chamber 0.6 X 0.60 X 0.75

Sluice valve chamber 0.90 M. X 0.90 M. X 1.00 M.

Sluice valve chamber 1.20 M. X 1.20 M. X 1.00 M.

Shifting of existing Household connections as per direction of Engineer-in- charge

Providing and fixing with all materials T&P labour & 3m G.I.15mm dia pipe for Functional Household Tap Connection (FHTC) including all fittings & execavation of pipe line etc. complete as per direction of Engineer in charge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. (1:3:6 or richer mix) and Reinstatement of concrete road surface for laying of pipe line 100mm thick PCC 1:4:8 over 100mm thick PCC 1:2:4 cement concrete including all materials labour T&P etc. compelete in all respect.

Construction of 1.5 m high Boundary Wall as per type design in brick masonry including supply of all materials, labour, T&P etc. complete as per direction of Engineer in charge.

Providing of all materials and Construct of Barbed Wire Fencing through angle iron posts around the water works compound above boundary wall including all labour T&P etc. complete as per direction of Engineer in charge.

Supplying at site angle iron post of required size to split and bent at right angle in opposite direction for 15cm length and drilling holes upto 10mm dia angle size 50X50X6mm.

Providing and fixing of Iron Gate in Pillars of 3.6 m wide size complete as per direction of Engineer in charge.

Supply of all Materials,Labours,T&P etc.and Construct a Pump House With Size (3.50 m x 4.50 m) Along with attendent Room cum Chloronome in size (2.50 m x 1.30 m) Over Tube Well as per Design and Drawings, including Cost of all Labour & Fitting all Complete also including all finishing and painting works, internal and external electric fittings, appron, rain water down pipe and drain surrounding of building at ground level, supply and fixing of 300 mm X 150 mm I section steel girder above column of roof slab etc. as per direction of Engineer in charge.

Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

Acrylic smooth exterior paints three coats on pillars

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

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto 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 20 mm nominal size) In R.C.C. block

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using TMT Bars

Supply of all labour, materials and T&P etc. and construct brick-on-edge pavement inside proposed water works compound

Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. (Site development)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Providing and fixing inline woltman type water meter (bulk type) and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :

100 mm dia nominal bore

150 mm dia nominal bore

200 mm dia nominal bore

M/s KRISHAN CHAND GUPTA CONTRACTOR

M/s Trilok Rawat