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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-Finance GSTIN: 05CGDPS0416H1ZO | ₹24.1 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹24.1 LRejected-Finance | ₹24.1 L | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹25.5 LRejected-Finance | ₹25.5 L | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹25.6 LRejected-Finance | ₹25.6 L | L4 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S ARVIND SINGH L1 | SHAMSHER SINGH L4 | RAVINDER SINGH L3 | KHAJAN SINGH L2 |
|---|---|---|---|---|---|---|---|
| 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 | 601.51 | M3 | 449 ₹2.7 L | 450 ₹2.7 L | 449.9 ₹2.7 L | 449.9 ₹2.7 L |
| 2.00 | Providing and laying of wire crates 3.00x1.50x1.50 m. in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x150 mm mesh laid with stone boulders weighing not less than 25 kg each. | 40.5 | M3 | 2,067 ₹83,713.50 | 2,070 ₹83,835 | 2,067.5 ₹83,733.75 | 2,067.5 ₹83,733.75 |
| 3.00 | Random rubble stone Masonary laid dry in breast walls, retaining walls, parapets, scupper etc .Including supply of all materials, labour, T&P & royality etc required for proper completion of work | 8.64 | M3 | 2,413 ₹20,848.32 | 2,415 ₹20,865.60 | 2,413.5 ₹20,852.64 | 2,413.5 ₹20,852.64 |
| 4.00 | 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-6 (6 Kg/Cm2) (Rate as per Paijal Sansthan water supply) 250 mm dia | 30 | RM | 2,890 ₹86,700 | 3,100 ₹93,000 | 3,000 ₹90,000 | 2,890 ₹86,700 |
| 5.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 49.74 | M3 | 4,220 ₹2.1 L | 5,010 ₹2.5 L | 5,000 ₹2.5 L | 4,220.29 ₹2.1 L |
| 6.00 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. | 352.8 | M3 | 4,728 ₹16.7 L | 5,010 ₹17.7 L | 5,000 ₹17.6 L | 4,728.72 ₹16.7 L |
| 7.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 669 | M2 | 95 ₹63,555 | 102 ₹68,238 | 100 ₹66,900 | 95 ₹63,555 |
| 8.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. | 2.31 | M3 | 1,102 ₹2,545.62 | 1,105 ₹2,552.55 | 1,102.1 ₹2,545.85 | 1,102 ₹2,545.62 |
Tender Value
₹28.4 L
EMD Value
₹85,000
Closing Date
14 May 2026, 5:00 pmClosed
MANOJ SEMWAL
Office of Executive Engineer Irrigation Division, Kalsi Ambadi
Scheme for construction of irrigation canal from Kutnoi river to Badol Kyaris in village Kotuwa of Gram Panchayat Kolha under Chakrata development block of Dehradun district. Reach Main canal Km. 0.00 to Km. 1.150
2026_IRDCE_94877_1
01/EE/KALSI/2026-27
Open Tender
Civil Works - Canal
365 days
CHAKRATA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹2,360
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹85,000
22 May 2026
29 Apr 2026
16 May 2026
30 Apr 2026
14 May 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 601.51 | M3 | - | - |
| 2 | Providing and laying of wire crates 3.00x1.50x1.50 m. in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x150 mm mesh laid with stone boulders weighing not less than 25 kg each. | 40.5 | M3 | - | - |
| 3 | Random rubble stone Masonary laid dry in breast walls, retaining walls, parapets, scupper etc .Including supply of all materials, labour, T&P & royality etc required for proper completion of work | 8.64 | M3 | - | - |
| 4 | 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-6 (6 Kg/Cm2) (Rate as per Paijal Sansthan water supply) 250 mm dia | 30 | RM | - | - |
| 5 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 49.74 | M3 | - | - |
| 6 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. | 352.8 | M3 | - | - |
| 7 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 669 | M2 | - | - |
| 8 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. | 2.31 | M3 | - | - |
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