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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.9 LAccepted-AOC | 1 | Accepted-AOC ACCEPT | |
| 2 | 2₹36.7 L+₹3.8 L (11.7%)Rejected-AOC | 2 | Rejected-AOC REJECT | |
| 3 | 3₹45.2 L+₹12.4 L (37.6%)Rejected-AOC | 3 | Rejected-AOC REJECT | |
| 4 | Rejected-Technical | - | Rejected-Technical reject | |
| 5 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
Refer Docs
EMD Value
₹96,320
Closing Date
25 Jan 2024, 5:00 pmClosed
Executive Engineer
office of Executive Engineer, Maintenance Division, 60/1 Aqua House, Indira Nagar ( Near Anurag Chowk), Dehradun, Uttarakhand Jal Sansthan, Dehradun
Laying of Pipeline Work at Khandgaon ( Lal Pani Area) Water Supply Scheme and related works complete under Jalkal Rishikesh
2024_UKJS_67251_1
3516/E-Nivida Suchna/2023-24 Dt 04-01-2024
Open Tender
Civil Works - Water Works
Turn-key
DEHRADUN
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
Executive Engineer Maint Div UJS
₹96,320
Office of the Executive Engineer MD UJS Dehradun
2 Mar 2024
5 Jan 2024
27 Jan 2024
6 Jan 2024
25 Jan 2024
16 Jan 2024
9 Jan 2024
Laying of Pipeline Work at Khandgaon ( Lal Pani Area) Water Supply Scheme and related works complete under Jalkal Rishikesh.
Civil Work - Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per of Engineer - in - charge.Nominal concrete 1:4:8 or richer mix
Earth work in excavation for pipe line in following strata lift upto 1.5 m lead upto 30 m including refilling watering ramming of excavated earthinto the trenches and removal of surplus eart upto a distance of 60 m from trenches including supply of labour T&P etc.all complete.
Local cartage of MSERW Pipes from store to site of work lowering them into trenches,laying true alignment and gradient, laying and jointing of pipeline by electric welding for making up lengths as required for proper completion of works. - 150 mm (4.8 mm thick)
Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. - Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade ( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 50 mm dia
Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade ( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 63 mm dia
Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 75 mm dia
Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 90 mm dia
Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade ( P.E.80 pressure rating PN10) as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 110 mm dia
Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge.
Provision and making house service connection from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe upto 5 mtr length including supply and fixing of electrofusin saddle brass ferrules elbow, ball valve etc complite with erthwork, road cutting with restration works
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications
construction of boundry wall as per direction of site incharge
18.34 Constructing masonry Chamber 90x90x100 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 : 18.34.1 With common burnt clay F.P.S.(non modular)
Repair of pump house as per direction engineer in charge
SITC of folloeing size C.I. valve PN -1.6 - 50mm
sushilprasad
M/s Shaurya Associate
MS Gurvinder singh
SS Construction Company
BHARAT SINGH PANWAR
SADAN CONSTRUCTION AND SUPPLIERS
IMAGINATION ENVIRONMENTAL SOLUTIONS PVT LTD
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