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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.4 LAccepted-Finance | ₹69.4 L | L1 | Accepted-Finance OK |
| 2 | L2₹70.3 L+₹96,479.72 (1.39%)Accepted-Finance | ₹70.3 L+₹96,479.72 (1.39%) | L2 | Accepted-Finance Ok |
| 3 | L3₹70.3 L+₹96,509.19 (1.39%)Accepted-Finance | ₹70.3 L+₹96,509.19 (1.39%) | L3 | Accepted-Finance OK |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-hard copy and FDR not submitted |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Hard copy and FDR not submitted |
| Sl No | Description | Qty | Unit | Jai Bajrangbali Constrcution & Traders L3 | sunil chandra joshi L2 | N D JOSHI AND SONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in all type of soil | 436.64 | Cum | 408 ₹1,78,149.12 | 408 ₹1,78,149.12 | 400.23 ₹1,74,756.43 Lowest |
| 2.00 | P/L of PCC 1:4:8 in Foundation | 44.58 | Cum | 6,377 ₹2,84,286.66 | 6,377 ₹2,84,286.66 | 6,249.55 ₹2,78,604.94 Lowest |
| 3.00 | P/L in RCC 1:1.5:3 | 438.06 | Cum | 8,247 ₹36,12,680.82 | 8,247 ₹36,12,680.82 | 8,082.55 ₹35,40,641.85 Lowest |
| 4.00 | S/F of HYSD bar reinforcement in RCC 1:1.5:3 | 32.74 | Tonne | 66,062.9 ₹21,62,899.35 | 66,062 ₹21,62,869.88 Lowest | 66,062 ₹21,62,869.88 Lowest |
| 5.00 | S/F of G.I. Pipe 80 mm | 72 | Rmt | 882 ₹63,504 | 882 ₹63,504 | 865.14 ₹62,290.08 Lowest |
| 6.00 | Angle iron post for Fencing(40x40x5mm) | 354.03 | Kg | 99 ₹35,048.97 | 99 ₹35,048.97 | 97.46 ₹34,503.76 Lowest |
| 7.00 | G.I. Chain Link Fencing | 219.84 | Sqm | 862 ₹1,89,502.08 | 862 ₹1,89,502.08 | 845.28 ₹1,85,826.36 Lowest |
| 8.00 | Dewatering from Foundation of Structure | 864 | Hrs | 248 ₹2,14,272 | 248 ₹2,14,272 | 243.23 ₹2,10,150.72 Lowest |
| 9.00 | H.P stone filling in back of wall including cost of material | 72.5 | Cum | 1,048 ₹75,980 | 1,048 ₹75,980 | 1,027.72 ₹74,509.7 Lowest |
| 10.00 | P/L of Wirecrates with G.I. wire of 10 Gauge | 123.75 | Cum | 1,763 ₹2,18,171.25 | 1,763 ₹2,18,171.25 | 1,727.93 ₹2,13,831.34 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
19 Jun 2026, 5:00 pmClosed
EE MID CPT
Executive Engineer, Minor Irrigation, Div Champawat
Vikash khand Champawat k Kalsan Bholeswar mai SARRA mad antargat nirman karya(Raukhet Stream)
2026_MI_96389_1
01/2/e_ten/ee/mi
Open Tender
Civil Works - Water Works
Item Wise
Raukhet Stream
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, M I Division, Champawat
₹1.7 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 | 436.64 | Cum | - | - |
| 2 | P/L of PCC 1:4:8 in Foundation | 44.58 | Cum | - | - |
| 3 | P/L in RCC 1:1.5:3 | 438.06 | Cum | - | - |
| 4 | S/F of HYSD bar reinforcement in RCC 1:1.5:3 | 32.74 | Tonne | - | - |
| 5 | S/F of G.I. Pipe 80 mm | 72 | Rmt | - | - |
| 6 | Angle iron post for Fencing(40x40x5mm) | 354.03 | Kg | - | - |
| 7 | G.I. Chain Link Fencing | 219.84 | Sqm | - | - |
| 8 | Dewatering from Foundation of Structure | 864 | Hrs | - | - |
| 9 | H.P stone filling in back of wall including cost of material | 72.5 | Cum | - | - |
| 10 | P/L of Wirecrates with G.I. wire of 10 Gauge | 123.75 | Cum | - | - |
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