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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹2.7 CrAccepted-AOC | ₹2.7 Cr | 1st | Accepted-AOC 1st lowest. |
| 2 | 2nd₹2.7 Cr+₹35,265.80 (0.13%)Rejected-Finance | ₹2.7 Cr+₹35,265.80 (0.13%) | 2nd | Rejected-Finance 2nd lowest |
Tender Value
Refer Docs
Closing Date
23 Nov 2021, 5:00 pmClosed
Superintending Engineer
Superintending Engineer, Construction Circle, Uttarakhand Peyjal Nigam, Haldwani, District Nainital (Uttarakhand) 263139
Construction of Rising main, Connecting main, Distributions pipe line works and other appurtenant works of Anandpur W/S scheme of Block Haldwani
2021_MDPEY_38144_1
4722/613/393 DATED 01-11-2021
Open Tender
Pipe Laying Works
Item Wise
360 days
HALDWANI
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER, CD UKPJN BHIMTAL
Exempted
BHIMTAL
15 Dec 2022
4 Nov 2021
25 Nov 2021
4 Nov 2021
23 Nov 2021
9 Nov 2021
8 Nov 2021
Amount
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.
Existing Tubewell - 125 mm dia (4.8 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.
C.I. Sluice Valve (125 mm dia)
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
Providing of all materials, Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G I PIPE (M)
15 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
80 mm dia
100 mm dia
125 mm dia
150 mm dia
Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock
Soil mixed
Cartage of following sizes of valves,lowering them into trenches and fixing the same on water supply line including the cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember
25 mm dia
32 mm dia
40 mm dia
50 mm dia
80 mm dia
100 mm dia
150 mm dia
Air valves (Class-I)as per I S 788/1997.
25 mm dia
Supply of all materials, labour, T&P etc. and construction of 60cm x 60cm x 75cm size Wheel Valve chamber with FPS bricks
Supply of all materials, labour, T&P etc. and construction of 90cm x 90cm x 100cm size Wheel Valve chamber with FPS bricks
Supply of all materials, labour, T&P etc. and construction of 120cm x 120cm x 100cm size Wheel Valve chamber with FPS bricks
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
Bitumenous 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
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.
15 mm to 25 mm
32 mm to 40 mm
Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete.
Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete At Existing OHT Campus At Existing TW Campus
Provision of Barbed Wire Fencing through angle iron posts around the water works site
Provision of Iron Gate with Pillars of following sizes complete
M/s Trilok Rawat
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