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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-Finance | ₹40.3 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹42.4 LRejected-Finance | ₹42.4 L | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹43.2 LRejected-Finance NIWASI GRAM PO DASAU CHAKRATA | ₹43.2 L | L3 | Rejected-Finance DISQUALIFIED |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-ORIGINAL NOT SUBMITTED |
| Sl No | Description | Qty | Unit | M/S RAKESH CHAUHAN L3 | Ratan Singh L2 | JITENDERA SHARMA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth | 201.1 | M3 | 437.95 ₹88,071.74 | 429.77 ₹86,426.75 | 408.89 ₹82,227.78 |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6 (Hand Mix) | 10.71 | M3 | 7,362.3 ₹78,850.23 | 7,224.68 ₹77,376.32 | 6,873.77 ₹73,618.08 |
| 3.00 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. i/c supply of all material, labour, T&P and royaltiies etc. | 9 | M3 | 2,530.76 ₹22,776.84 | 2,483.46 ₹22,351.14 | 2,362.83 ₹21,265.47 |
| 4.00 | Providing of all materiah Carting from site store to site of work. Laying & Jointing of G.I pipes conferming to IS : 1239 (PARI-1) including supply of all jointing malerials 100 mm dia | 2,830 | RM | 1,331.08 ₹37.7 L | 1,306.2 ₹37.0 L | 1,242.76 ₹35.2 L |
| 5.00 | Providing, Lowering into trenches with true to alignment, laying & jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-63 Grade; PN-12.50 (12.50 Kg/Cm2) (Rate as per Paijal Sansthan water supply) 75 mm dia | 500 | RM | 288.9 ₹1.4 L | 283.5 ₹1.4 L | 269.73 ₹1.3 L |
| 6.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry, In 1:4 cement mortar | 29.48 | M3 | 4,737.36 ₹1.4 L | 4,648.81 ₹1.4 L | 4,423.01 ₹1.3 L |
| 7.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In 1:3 cement mortar | 10.08 | M3 | 6,172.64 ₹62,220.21 | 6,057.26 ₹61,057.18 | 5,763.05 ₹58,091.54 |
| 8.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 48 | M2 | 94.72 ₹4,546.56 | 92.95 ₹4,461.60 | 88.43 ₹4,244.64 |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:2:4 (Hand Mix) for grouting | 1.65 | M3 | 8,202.45 ₹13,534.04 | 8,049.13 ₹13,281.06 | 7,658.17 ₹12,635.98 |
Tender Value
Refer Docs
EMD Value
₹82,000
Closing Date
7 Mar 2026, 5:00 pmClosed
MANOJ SEMWAL
Office of Executive Engineer Irrigation Division, Kalsi Ambadi
Pipe canal scheme in village Sunoda of Gram Panchayat Mathiyana Under Chakrata Block of district Dehradun (Reach-3.170 Km to 6.000 Km)Job-2
2026_IRDCE_92244_1
04/EE/2025-26
Open Tender
Civil Works - Canal
270 days
CHAKRATA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹3,540
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹82,000
14 Mar 2026
21 Feb 2026
11 Mar 2026
21 Feb 2026
7 Mar 2026
23 Feb 2026
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6 (Hand Mix)
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. i/c supply of all material, labour, T&P and royaltiies etc.
Providing of all materiah Carting from site store to site of work. Laying & Jointing of G.I pipes conferming to IS : 1239 (PARI-1) including supply of all jointing malerials 100 mm dia
Providing, Lowering into trenches with true to alignment, laying & jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-63 Grade; PN-12.50 (12.50 Kg/Cm2) (Rate as per Paijal Sansthan water supply) 75 mm dia
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry, In 1:4 cement mortar
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In 1:3 cement mortar
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:2:4 (Hand Mix) for grouting
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