Construction Testing and Commissioning of Bhawanipur Harsingh Bhawanipur Krishna Water Supply Scheme at Haldwani Block District Nainital

Amount

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. Proposed TW to R-2, (Jn. R2 to 17) (150mm dia) 5.6mm 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. 150 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 F.P.S. bricks.

Supply of all materials labour, T&P etc and construction of RCC O.H.T. of 20 KL 16m staging with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1M x 1M R.C.C., landing at suitable locations and railed with 3 rows of 20mm dia G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, from top to the floor inside of tank, M.S. M.H. cover with locking arrangement, lightining conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out 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, ventillator 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 10MT/M² staging 12.00 metre Additional rates for staging per meter height beyond 12 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete. (16 Mtr staging)

Submission of Soil testing, Detailed Design and drawing from any recognized University such as I.I.T etc or Govt accredited firm/Lab as per direction of Engineer in -charge.

R.C.C. as per approved design including fixing various pipes and ventilator at top and fixing of M.S. sheet of 10mm gauge manhole cover of 60X60cm size with frame and locking arrangement and railing including supply of all material.

Sprial R.C.C. stair case with 1.0 mtr minimum clear width attached with tank body as an access to balcony and top dome of tank from ground level as per design and drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials.

Supply of fixing of M.S. Ladder form inside the tank body from room to the bottomdome of the tank in the slope of 3:1 (3vertical:1 horizontal) with railing as specified.

Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as specifications including supply of all material, Railing shall be provided in three rows of G.I. pipes (medium Quality)

Supply and fixing of digital water level indicator along with all necessory equipment such as invertor a per specifications and fixing of lightening conductor and earth plate etc. as per specifications.

Testing of tank of water tightness as per specifications enclosed including supply of water.

Supply of all materials and construction of 80mm thick R.C.C. floor, apron and 15cm dia semi circular drain around apron in a slope towards wash out chamber.

Three coats of approved quality and shade of Apex Asian Paint for Painting of as per direction of Engineer in charge over concrete work including supply of all materials etc.

Three coats of anti corrosive/aluminum/black Japan paint of approved quality on all iron work including supply of all material, laborand T&P etc.

Supplying, carting and fixing of following sizes MSERW/D.I D/F pipes with required specials such as reducers, duck foot bend, (bell mouth etc. in inlet of tank) rubber insertion sheet, nut bolts, washer etc. complete as per specifications: a- 150 mm dia in inlet

b- 150mm dia in outlet

c- 150 mm dia in overflow

d- 100 mm dia in wash out

Supplying, carting and fixing of following sizes D.I. D/F sluice valves as per relevent latest I.S. Specifications including supply of all jointing and other materials such as rubber insertion sheet, nut bolts, washer etc. complete as per specifications:

a- 150 mm da in inlet

b- 150mm dia in outlet

c- 150 mm dia in overflow

Supply of all materials labour T&P and construct brick masonry sluice valve chambers including R.C.C. cover as per deptt. Type design at inlet, outlet and washout pipes. The R.C.C. cover shall be casted in M.S. Channel section with handles on both sides.(Sluice valve chamber for over flow & wash out may be combined).

The words Jal Jeevan Mission, year of construction, capicity of O.H.T. and slogan approved by Engineer in charge shall be painted prominently in letter not less than 30cm. In height.

Maintenance of 12 months including supply of all materials etc complete. Maintenance period shall be counted from date of completion.

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

125 mm dia

150 mm dia

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.

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.

80 mm dia

100 mm dia

Replacement of existing valves :

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.

Flow Meter

Providing and fixing Ultrasonic Water Flow Meter for Bulk pipe lines inlines type,flange end with integral mounted,Flow rate & Totaliser display,Battery Operated (With five year Battery life)Communication:UART/RS485,Suitable against antifraud Attempts etc.including all necessary fittings complete.

At Distribution For DMA

100 mm dia nominal bore

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 aggregate20 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 ofclass designation 7.5

Supplying and installation electronically controled electrically actuated, diaphragm operated chemical metering pump wall mounting suitable for delivering up to 6 liters of chemical solution /sodium hypochlorite solution per hour under maximum deliverybpressure up to 6.0kg per cm2 and suction lifrt not less than 1.5 meter with accessoris.

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 cc road

Reinstatment providing and laying in position cement of secified grade excluding the cost of centering and shutttering .(1:4:8)

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

PUMPING PLANTS & ACCESSORIES FOR TUBEWELL

Submersible pump set of 2000 LPM, 110 Mt. head suitable for 150mm dia Assembly operating at 3 phase 84Hz AC supply.

Main piping and valves as per specification.

Supply of 150mm dia Column pipe, 6.4 mm thick -

Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour & T&P

150mm dia size column pipe clamps.

Supply of 3 Core flat submersible cable KSB make Conti Cable 3/35.0 sq.mm suitable for Submersible