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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹52.2 LAccepted-AOC | ₹52.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹56.5 L+₹4.3 L (8.23%)Rejected-AOC | ₹56.5 L+₹4.3 L (8.23%) | 2 | Rejected-AOC L3 |
| 3 | 3₹58.6 L+₹6.4 L (12.3%)Rejected-AOC | ₹58.6 L+₹6.4 L (12.3%) | 3 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
7 Jun 2022, 5:00 pmClosed
Executive Engineer
EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN, HALDWANI, NAINITAL
Laying Pipe line from Sushila Tiwari Hospital Crossing, Rampur Road to Neem Tree RaulaGadhera via ITI, Dhan Mill Block Haldwani, District Nainital
2022_UKJS_44833_1
1237/Tender/142 dated 19.05.2022
Open Tender
Civil Works - Water Works
Item Wise
90 days
Haldwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, UJS
₹1.3 L
Haldwani
5 Oct 2023
25 May 2022
8 Jun 2022
25 May 2022
7 Jun 2022
25 May 2022
31 May 2022
Rates for Laying Pipe line from Sushila Tiwari Hospital Crossing, Rampur Road to Neem Tree Raula Gadhera via ITI, Dhan Mill
Dismantling of Bituminous / Concrete road during pipe laying including all labour, material, T & P etc. complete.
Excavation of earth for pipe line in following strata lift up to 1.50 m. and lead up to 30.00 m. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth up to a distance of 60.00 m. from trenches including supply of labour T&P etc. all complete. It is estimated that 75% excavation will be in soil mixed with shingle, bajari& boulders and rest 25% will be in medium rock. Soil mixed with Shingle, Boulders etc.
Cartage of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & welding of pipe for making up lengths as required for proper completion of work. MSERW Line Pipe (4.80 mm Thick). Confirming to BIS: IS / ISO 3183 / 2007 1) 250 mm dia
2) 200 mm dia
3) 150 mm dia
4) 100 mm dia
Cartage of following pipes, specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. (G.I. Medium) 1) 100 mm dia
2) 80 mm dia
3) 65 mm dia
4) 50 mm dia
Making connection with the existing M.S. Galvanised mains of up to 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials etc. complete, but excluding cost of insertion pipes and specials and testing besides boring out (and also subsequent back fill) existing main. 15mm-25mm
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. Making of service/ferrule connection of size from 15 mm up to 25 mm in existing CI pipe
Providing and laying of PCC of 1:2:4 mix with 20 mm stone aggregate for road repairing including supply of all materials labour T&P complete. (6680.2-12%GST)
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of 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.) GI 150 mm dia
Re-Laying & Re-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. Re-laying of GI pipe of following size including excavation for trench, cleaning, cutting, threading, welding/jointing etc all complete as required GI 150 mm dia
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 7.5class designation 7.5class designation 7.5
GANPATI ENTERPRISES
NIRVANA INFRATECH
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