Construction, Testing and Commissioning of Halduchaur Deena (SVS) Water Supply Scheme with Distribution Main Pipe Line and FHTC works etc. at Haldwani Block District Nainital

Rates for Construction, Testing & Commissioning of Halduchaur Deena (SVS) Water Supply Scheme with Distribution Main Pipe Line & FHTC works etc. at Haldwani Block District Nainital.

Distribution System and its Appurtenant Works

Providing 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 and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete. G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B') 50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

Providing 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 (5.6 mm thick)

250 mm dia (5.6 mm thick)

Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Mild Steel Water Pressure Relief Valve with flanged. Available size ranges from ( 32 mm to 250 m dia.) 50 mm dia

80 mm dia

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. 50mm-80 mm

Replacement and reparing of exsiting pipeline and Valve.

Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.

Providing 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 and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete. G.I pipe conforming to I.S : 1239(part-1) medium duty(class-'B') 50 mm dia

65 mm dia

Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.) Dismantling of G.I. pipes. 50 mm dia

65 mm dia

Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete. 50 mm dia

65 mm dia

Repairing of 50 mm to 150 mm dia GI/MSERW pipe line by Welding. Work including : (i) Earth work in Excavation, (ii) Dewatering of pit manually and cleaning of pipe line as lumpsum @ 1/2 Lab for half day. (iii) Earth filling with ramming 10% extra of excavation. and (iv) Repairing of pipe by 01 welder and 02Helper( Labour). including Labour charge, Material and T&P complete all in respect.

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

Replacement of existing valves :

65 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse 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.

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

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in charge. - for Nominal concrete 1:3:6 or richer mix.

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size) in pavements, laid to required slopeand camber in panels as required including consolidation finishing and tamping complete.

Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe line type, flange end with Integral mounted, Flow rate &Totaliser display, Battery operated ( with fiveyear battery life) communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fitting complete. GPRS Modem for Online monitoring, suitable to connect with Ultrasonic Water flow meters ( including freight charge & all taxes etc.). 200 mm

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse 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) , 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

Shifting of FHTC's from old PVC line to new GI line. FHTC (Functional Household Tap Connection)

Excavation in soil mixed with single bouldres 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.

Providing of all materials, Carting from site store to site o fwork, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 15 mm dia GI Pipe

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)/Connection. Ferrule Connection (Labour cost only)

Cost of Material for ferruling in FHTC per connection as Lump Sum

M/s Bhagwati Prasad Sharma