Pey Jal Nigam Uttarakhand Tender

View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender

Pey Jal Nigam Uttarakhand Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date11 Nov 2022
Closing Date21 Nov 2022
Tender AmountRefer Documents 
Notes
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Costs

Summary

Mohanpur Rautela Ws Scheme Block Kotabagh Nainital

Description

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BOQ Items

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DO_NOT_SHOW

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One meter wide balcony around the tank at the middle ring beam (Junction of conical wall and containers vertical wall).

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One meter wide RCC two columns stair case as an access to the top dome of the tank from ground level.

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Supply & fixing M.S. gate with locking arrangement on first landing to avoid access to the O.H.T. as per direction of Engineer-in-charge.

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Supply & fixing of 60cm, wide M.S. ladder from tope dome to the inside of the tank upto bottom dome of 50×50×6mm angle iron and 20mm dia plain M.S. bars @ 25 cm. C/C welded or riveted with suitable hand rail etc.

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Supply & fixing of 800mm dia ventilator of 50×50×6mm angle iron fitted at the crown of top dome with mosquito proof wire mesh over expanded metal jali.

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Supplying & fixing of 600×600mm M.S. Manhole cover of 5mm thick M.S. plate duly hinged with 50×50×6mm angle iron frame embedded in the top dome at appropriate place with locking arrangement shall be provided with overlap.

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Supplying & fixing of Three rows of G.I. (medium) 20mm dia pipe railing with 50×50×6mm angle iron post of clear height 1.00m at a distance of 1.25m centre to centre around the balcony, top dome and along the stair case from ground level to top dome.

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Supply & fixing of water level indicator confirming to latest specifications & as per direction of engineer I/C

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Supply & fixing of lighting conductor arrangements including earthing as per latest I.S. code.

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Supply & fixing of 1 Nos. inlet of 100 mm dia , 1 no.outlet one of 100 mm dia , washout of dia 80mm and over flow of dia 100mm of MSERW 4.8mm thick pipes (confirming to I.S.-1978-1982) and C.I. sluice valves, duck foot bends other special etc. including supply of all materials, necessarily required for jointing and erecting. The limits of pipe fixing shall be from dome of the tank to one meter outside the apron of the tank. Overflow pipe shall be vertical type at required position or otherwise specified. Also, construction of 1 Nos. inlet, 1 No. outlet & 1 No. washout/over flow chambers and their R.C.C. covers as per departmental type design. Complete in all respect as per the satisfaction of Engineer-in-charge.

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Supply & Clamping the vertical pipe with M.S. clamps of 50×6mm flat Iron at 1.50M C/C.

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Filling the tank as many times as required with water and testing for water tightness and making it water tight, water for testing the tank shall be arranged by the contractor.

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Supply & Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

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Supply & Painting the entire tank with three coats of (including base coat) exterior weather coat Apex or equivalent of Asian, Berger, Nerolac etc. of approved quality and shade as per direction of the Engineer-In-charges.

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Supply & Painting the balcony and staircase railing and M.S. Manhole cover, ventilator angle iron posts with one coat of oxide primer and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

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Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, suttering, scaffolding T&P complete for following capacity (In 50 Kiloliters) Over Head Tanks. (6m staging above 12M)

6

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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. confirming to IS:1978

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100mm dia - MSERW Pipe 4.80mm thick

100

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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) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239(PART-1)Medium Duty (Class 'B')

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15 mm

400

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25 mm

100

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32 mm

90

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50 mm

150

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80 mm

120

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100 mm

100

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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

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Soil mixed with bajari boulder for pipe line trenche

381.6

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Providing and fixing C.I./D/F sluice valve/Scour Valve PN-10 confirming to IS: 14846-2000 with bolts nuts rubber insertion including supply of all materials labour, T&P etc. complete.

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80 mm diameter

1

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100 mm diameter

1

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Constructing masonry Chamber size 120 cm x 120 cm x 120 cm for sluice valve with a floating coat of neat cement complete as per standard type design : With F.P.S. bricks

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120x120x120 cm

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90 x 90 x 90 cm

1

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Providing and fixing gun metal non return valve 100mm size of approved quality (screwed end) ; PN 1.6

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100 mm diameter

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Connecting Rising Main With outlet pipe of Tube well including all material (Flang Tee,Welding Work etc .Required for proper completion of works.

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Providing and laying in position cement concret of specified grade excluding the cost of centering and shuttering -all work up to plinh level in 1:4:8

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Making connection with the existing M.S. Galvanised mains of upto 20mm 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) exising main.

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50mm-80mm

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Identify house Hold without FHTC in Revenu Village under this water supply scheme and making FHTC connection of them , with the existing G.I. pipe line, and including excavation of pit ,bailing out of water ,cutting and threading of pipes, special whatever required for connection ,supply and fixing of ferruls, ciamp shedals, 15 mm dia brass bib cock, testing etc complete and also subsequent back filling of excavated earth complete in all respect and providing detail of H.H. in given Format .

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