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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 LAccepted-Finance | ₹46.4 L | L1 | Accepted-Finance ok |
| 2 | L2₹48.5 L+₹2.1 L (4.57%)Accepted-Finance | ₹48.5 L+₹2.1 L (4.57%) | L2 | Accepted-Finance ok |
| 3 | L3₹57.9 L+₹11.5 L (24.8%)Accepted-Finance | ₹57.9 L+₹11.5 L (24.8%) | L3 | Accepted-Finance ok |
| 4 | L4₹58.4 L+₹12.1 L (26.0%)Accepted-Finance | ₹58.4 L+₹12.1 L (26.0%) | L4 | Accepted-Finance ok |
| 5 | L5₹58.7 L+₹12.3 L (26.5%)Accepted-Finance | ₹58.7 L+₹12.3 L (26.5%) | L5 | Accepted-Finance ok |
| Sl No | Description | Qty | Unit | Rajesh giri L2 | N D JOSHI AND SONS L3 | LALIT MOHAN BHATT L4 | harish chandra misra L5 | Jai Bajrangbali Constrcution & Traders L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in all type of soil | 818.64 | Cum | 400 ₹3,27,456 | 400.23 ₹3,27,644.29 | 406.36 ₹3,32,662.55 | 407.99 ₹3,33,996.93 | 322.43 ₹2,63,954.1 Lowest |
| 2.00 | P/L of PCC 1:4:8 in Foundation | 26.77 | Cum | 5,000 ₹1,33,850 Lowest | 6,249.55 ₹1,67,300.45 | 6,345.21 ₹1,69,861.27 | 6,370.72 ₹1,70,544.17 | 5,034.72 ₹1,34,779.45 |
| 3.00 | P/L in RCC 1:1.5:3 | 288.63 | Cum | 6,000 ₹17,31,780 Lowest | 8,082.55 ₹23,32,866.41 | 8,206.26 ₹23,68,572.82 | 8,239.25 ₹23,78,094.73 | 6,511.4 ₹18,79,385.38 |
| 4.00 | S/F of HYSD bar reinforcement in RCC 1:1.5:3 | 22.2 | Tonne | 58,000 ₹12,87,600 | 66,062 ₹14,66,576.4 | 65,732.59 ₹14,59,263.5 | 65,996.84 ₹14,65,129.85 | 52,156.66 ₹11,57,877.85 Lowest |
| 5.00 | S/F of G.I. Pipe 80 mm | 48 | Rmt | 882.8 ₹42,374.4 | 865.14 ₹41,526.72 | 878.39 ₹42,162.72 | 881.92 ₹42,332.16 | 696.97 ₹33,454.56 Lowest |
| 6.00 | Angle iron post for Fencing(40x40x5mm) | 275.36 | Kg | 99.45 ₹27,384.55 | 97.46 ₹26,836.59 | 98.95 ₹27,246.87 | 99.35 ₹27,357.02 | 78.52 ₹21,621.27 Lowest |
| 7.00 | G.I. Chain Link Fencing | 183.12 | Sqm | 862.54 ₹1,57,948.32 | 845.28 ₹1,54,787.67 | 858.23 ₹1,57,159.08 | 861.68 ₹1,57,790.84 | 680.98 ₹1,24,701.06 Lowest |
| 8.00 | Dewatering from Foundation | 472 | Hrs | 248.2 ₹1,17,150.4 | 243.23 ₹1,14,804.56 | 246.96 ₹1,16,565.12 | 247.95 ₹1,17,032.4 | 195.95 ₹92,488.4 Lowest |
| 9.00 | H.P stone filling in back of wall including cost of material | 290 | Cum | 800 ₹2,32,000 Lowest | 1,027.72 ₹2,98,038.8 | 1,043.46 ₹3,02,603.4 | 1,047.65 ₹3,03,818.5 | 827.95 ₹2,40,105.5 |
| 10.00 | P/L of Wirecrates with G.I. wire of Gauge | 495 | Cum | 1,600 ₹7,92,000 | 1,727.93 ₹8,55,325.35 | 1,754.38 ₹8,68,418.1 | 1,761.44 ₹8,71,912.8 | 1,392.05 ₹6,89,064.75 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
19 Jun 2026, 5:00 pmClosed
EE MID CPT
Office of EE MID Champawat
Vikash khand Champawat k Kalsan Bholeswar mai SARRA mad antargat Nirman Karya(Kalsan Bholeswar stream)
2026_MI_96388_1
01/1/e_ten/ee/mi
Open Tender
Civil Works - Water Works
Item Wise
Kalsan Bholeswar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, M I Division, Champawat
₹1.4 L
12 Jul 2026
8 Jun 2026
20 Jun 2026
8 Jun 2026
19 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in all type of soil | 818.64 | Cum | - | - |
| 2 | P/L of PCC 1:4:8 in Foundation | 26.77 | Cum | - | - |
| 3 | P/L in RCC 1:1.5:3 | 288.63 | Cum | - | - |
| 4 | S/F of HYSD bar reinforcement in RCC 1:1.5:3 | 22.2 | Tonne | - | - |
| 5 | S/F of G.I. Pipe 80 mm | 48 | Rmt | - | - |
| 6 | Angle iron post for Fencing(40x40x5mm) | 275.36 | Kg | - | - |
| 7 | G.I. Chain Link Fencing | 183.12 | Sqm | - | - |
| 8 | Dewatering from Foundation | 472 | Hrs | - | - |
| 9 | H.P stone filling in back of wall including cost of material | 290 | Cum | - | - |
| 10 | P/L of Wirecrates with G.I. wire of Gauge | 495 | Cum | - | - |
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