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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.8 CrAccepted-AOC 108 3 CHANDAR NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | 1 | Accepted-AOC Lowest1 bidder is sanction for AOC | |
| 2 | 2₹24.2 Cr+₹1.3 Cr (5.78%)Rejected-Finance PLOT NO 43 INDUSTRIAL AREA PHASE 2 PANCHKULA HARYANA | PANCHKULA | PANCHKULA | HARYANA | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical 38 SHIBBU NAGAR DEVI ROAD KOTDWAR | KOTDWAR | PAURI GARHWAL | UTTARAKHAND | - | Rejected-Technical Technically Not Qualified | |
| 4 | Rejected-Technical DOB POST NAULA MASI DISTRICT ALMORA UTTARAKHAND | MASI | ALMORA | UTTARAKHAND | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | unipro techno infrastructure pvt ltd L2 | MITTAL MACHINES PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00 | CIVIL WORK:-
Construction of 04 meter Length Boulder Filled Gallery, including supply of all materials, labour, T&P etc. required for proper completion of work. | 1 | No. | 3,50,000 ₹3,50,000 | 3,13,825.61 ₹3,13,825.61 Lowest |
| 2.00 | Construction of Diversion of Gadhera., including supply of all materials, labour, T&P etc. required for proper completion of work. | 1 | No. | 5,25,000 ₹5,25,000 | 4,31,246.43 ₹4,31,246.43 Lowest |
| 3.00 | Construction of Extra Cross wall . including supply of all materials, labour, T&P etc. required for proper completion of work. | 1 | RM | 1,400 ₹1,400 | 1,398.47 ₹1,398.47 Lowest |
| 4.00 | Confirmative survey, Design and Supply of all materials, labour and T & P etc. and construction of 1.6 MLD W.T.P. including flocculator unit, R.C.C. Pre settling Tank, R.C.C. Post Setlling Tank, Rapid Gravity Sand Filter, Alum Doasging cum mixing chamber of 1.2 m x 1.2 m x 1.00 m (H/D), Intake chamber of 1.2 m x 1.2 m x 1.00 m (H/D), 100 K.L. Back Wash Tank, blower compressor etc. mechanical equipments as per type design & Drawing. | 1 | Job | 2,25,75,200 ₹2,25,75,200 | 1,79,12,595.88 ₹1,79,12,595.88 Lowest |
| 5.00Excavation 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 | |||||
| 5.01 | Soil mixed with boulder (SMB) | 13,984.76 | Cum | 390 ₹54,54,056.4 Lowest | 400.14 ₹55,95,861.87 |
| 5.02 | Medium Rock (MR) | 4,661.59 | Cum | 650 ₹30,30,033.5 Lowest | 657.57 ₹30,65,321.74 |
| 6.00Survey, Design and providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API 5L, 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. | |||||
| 6.01API 5L X-42 | |||||
| 6.02 | From Source to MPS API-X-42 Pipe 200 mm dia 3.2 mm Thickness | 800 | M | 3,600 ₹28,80,000 Lowest | 3,776.71 ₹30,21,368 |
Tender Value
₹21.7 Cr
EMD Value
₹43.3 L
Closing Date
22 Nov 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
Office of the Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam New Tehri
Gaja Pumping Water Supply Scheme
2024_MDPEY_77402_1
1157/508/38 Dated 25.10.2024
Open Tender
Composite Works
Item Rate
450 days
Block Narendra Nagar of District Tehri
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
Executive Engineer Construction Division UKPJN
₹43.3 L
New Tehri
8 Aug 2025
28 Oct 2024
25 Nov 2024
29 Oct 2024
22 Nov 2024
5 Nov 2024
5 Nov 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORK:-
Construction of 04 meter Length Boulder Filled Gallery, including supply of all materials, labour, T&P etc. required for proper completion of work. | 1 | No. | - | - |
| 2 | Construction of Diversion of Gadhera., including supply of all materials, labour, T&P etc. required for proper completion of work. | 1 | No. | - | - |
| 3 | Construction of Extra Cross wall . including supply of all materials, labour, T&P etc. required for proper completion of work. | 1 | RM | - | - |
| 4 | Confirmative survey, Design and Supply of all materials, labour and T & P etc. and construction of 1.6 MLD W.T.P. including flocculator unit, R.C.C. Pre settling Tank, R.C.C. Post Setlling Tank, Rapid Gravity Sand Filter, Alum Doasging cum mixing chamber of 1.2 m x 1.2 m x 1.00 m (H/D), Intake chamber of 1.2 m x 1.2 m x 1.00 m (H/D), 100 K.L. Back Wash Tank, blower compressor etc. mechanical equipments as per type design & Drawing. | 1 | Job | - | - |
| 5Excavation 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 | |||||
| 5.01 | Soil mixed with boulder (SMB) | 13,984.76 | Cum | - | - |
| 5.02 | Medium Rock (MR) | 4,661.59 | Cum | - | - |
| 6Survey, Design and providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API 5L, 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. | |||||
| 6.01 | API 5L X-42 | - | - | - | - |
| 6.02 | From Source to MPS API-X-42 Pipe 200 mm dia 3.2 mm Thickness | 800 | M | - | - |
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