Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 LAccepted-Finance | ₹52.7 L | L1 | Accepted-Finance OK |
| 2 | L2₹52.8 L+₹15,881.26 (0.30%)Accepted-Finance | ₹52.8 L+₹15,881.26 (0.30%) | L2 | Accepted-Finance OK |
| 3 | L3₹52.9 L+₹21,179.86 (0.40%)Accepted-Finance | ₹52.9 L+₹21,179.86 (0.40%) | 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 | LALIT MOHAN BHATT L1 | Harish Chandra Joshi L2 | harish chandra misra L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in all type of soil | 506.14 | Cum | 406.36 ₹2,05,675.05 Lowest | 407.58 ₹2,06,292.54 | 407.99 ₹2,06,500.06 |
| 2.00 | P/L of PCC 1:4:8 in Foundation | 29.17 | Cum | 6,345.21 ₹1,85,089.78 Lowest | 6,364.35 ₹1,85,648.09 | 6,370.72 ₹1,85,833.9 |
| 3.00 | P/L in RCC 1:1.5:3 | 297.21 | Cum | 8,206.26 ₹24,38,982.53 Lowest | 8,231.01 ₹24,46,338.48 | 8,239.25 ₹24,48,787.49 |
| 4.00 | S/F of HYSD bar reinforcement in RCC 1:1.5:3 | 22.87 | Tonne | 65,732.59 ₹15,03,304.33 Lowest | 65,930.77 ₹15,07,836.71 | 65,996.84 ₹15,09,347.73 |
| 5.00 | S/F of G.I. Pipe 80 mm | 48 | Rmt | 878.39 ₹42,162.72 Lowest | 881.03 ₹42,289.44 | 881.92 ₹42,332.16 |
| 6.00 | Angle iron post for Fencing(40x40x5mm) | 236.01 | Kg | 98.95 ₹23,353.19 Lowest | 99.25 ₹23,423.99 | 99.35 ₹23,447.59 |
| 7.00 | G.I. Chain Link Fencing | 166.2 | Sqm | 858.23 ₹1,42,637.83 Lowest | 860.81 ₹1,43,066.62 | 861.68 ₹1,43,211.22 |
| 8.00 | Dewatering from Foundation of Structure | 576 | Hrs | 246.96 ₹1,42,248.96 Lowest | 247.7 ₹1,42,675.2 | 247.95 ₹1,42,819.2 |
| 9.00 | H.P stone filling in back of wall including cost of material | 145 | Cum | 1,043.46 ₹1,51,301.7 Lowest | 1,046.6 ₹1,51,757 | 1,047.65 ₹1,51,909.25 |
| 10.00 | P/L of Wirecrates with G.I. wire of 10 Gauge | 247.5 | Cum | 1,754.38 ₹4,34,209.05 Lowest | 1,759.67 ₹4,35,518.33 | 1,761.44 ₹4,35,956.4 |
Tender Value
Refer Docs
EMD Value
₹1.3 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(Dudhatal Stream)
2026_MI_96390_1
01/3/e_ten/ee/mi
Open Tender
Civil Works - Water Works
Item Wise
Dudhatal Stream
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, M I Division, Champawat
₹1.3 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 | 506.14 | Cum | - | - |
| 2 | P/L of PCC 1:4:8 in Foundation | 29.17 | Cum | - | - |
| 3 | P/L in RCC 1:1.5:3 | 297.21 | Cum | - | - |
| 4 | S/F of HYSD bar reinforcement in RCC 1:1.5:3 | 22.87 | Tonne | - | - |
| 5 | S/F of G.I. Pipe 80 mm | 48 | Rmt | - | - |
| 6 | Angle iron post for Fencing(40x40x5mm) | 236.01 | Kg | - | - |
| 7 | G.I. Chain Link Fencing | 166.2 | Sqm | - | - |
| 8 | Dewatering from Foundation of Structure | 576 | Hrs | - | - |
| 9 | H.P stone filling in back of wall including cost of material | 145 | Cum | - | - |
| 10 | P/L of Wirecrates with G.I. wire of 10 Gauge | 247.5 | Cum | - | - |
stage.html
html • 0.07 MB
tech_eval.pdf
fin_eval.pdf
finance_113895.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 3.21 MB
BOQ_113895.xls
BOQ • 0.25 MB
sarte.pdf
PDF • 0.84 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .