Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-Finance | ₹29.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹29.9 L+₹765.86 (0.03%)Rejected-Finance | ₹29.9 L+₹765.86 (0.03%) | L2 | Rejected-Finance L2 |
| 3 | L3₹29.9 L+₹2,161.87 (0.07%)Rejected-Finance | ₹29.9 L+₹2,161.87 (0.07%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Shubhash Chandra Pandey L3 | Laxman Singh Kharayat L2 | Vinod Chandra Bhatt L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 112.63 | CuM | 445 ₹50,120.35 | 444.3 ₹50,041.51 | 444 ₹50,007.72 Lowest |
| 2.00 | H.P.stone filling in back of walls including cost of all materials, royalty, T&P etc. complete. | 19.89 | CuM | 1,150 ₹22,873.5 | 1,149.5 ₹22,863.56 | 1,149 ₹22,853.61 Lowest |
| 3.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of work. (Based on PWD specifications) | 73.29 | CuM | 5,950 ₹4,36,075.5 | 5,949 ₹4,36,002.21 Lowest | 5,949 ₹4,36,002.21 Lowest |
| 4.00 | Providing reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 117.36 | CuM | 7,586 ₹8,90,292.96 | 7,585.3 ₹8,90,210.81 | 7,585 ₹8,90,175.6 Lowest |
| 5.00 | Supplying, Fitting and Placing MS TMT reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 | 92.13 | Qtl. | 7,030 ₹6,47,673.9 | 7,029.4 ₹6,47,618.62 | 7,029 ₹6,47,581.77 Lowest |
| 6.00 | HDPE PE-80 PN-6 200MM PIPE | 27.65 | RM | 2,134 ₹59,005.1 | 2,133.25 ₹58,984.36 | 2,133 ₹58,977.45 Lowest |
| 7.00 | Aggregate Single Size:20 mm Nominal Size | 2.12 | CuM | 1,420 ₹3,010.4 | 1,419.5 ₹3,009.34 | 1,419 ₹3,008.28 Lowest |
| 8.00 | Aggregate Single Size:40 mm Nominal Size | 2.12 | CuM | 1,568 ₹3,324.16 | 1,567.2 ₹3,322.46 | 1,567 ₹3,322.04 Lowest |
| 9.00 | Dewatering from foundation & abutments and wing walls (with pump capacity 4000 Litre per Hr.) | 400 | Hrs | 254 ₹1,01,600 | 253.6 ₹1,01,440 | 253 ₹1,01,200 Lowest |
| 10.00 | SignBoard | 1 | Job | 2,000 ₹2,000 Lowest | 2,000 ₹2,000 Lowest | 2,000 ₹2,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
14 Aug 2026, 1:00 pmClosed
Executive Engineer
Office of Executive Engineer Minor Irrigation Pithoragarh Silpata
Treatment of yakshwati magnesite nala tadigaon simar nala
2026_MI_98243_1
403A
Open Tender
Civil Works - Water Works
Item Rate
180 days
Gp Siloli Block bin
As mentioned intender notice and point no 21 of terms of tender
2 documents required · 2 mandatory
₹2,950
Executive Engineer Minor Irrigation Pith
₹1.1 L
2 Sept 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
3 Aug 2026 - 14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 112.63 | CuM | - | - |
| 2 | H.P.stone filling in back of walls including cost of all materials, royalty, T&P etc. complete. | 19.89 | CuM | - | - |
| 3 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of work. (Based on PWD specifications) | 73.29 | CuM | - | - |
| 4 | Providing reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 117.36 | CuM | - | - |
| 5 | Supplying, Fitting and Placing MS TMT reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 | 92.13 | Qtl. | - | - |
| 6 | HDPE PE-80 PN-6 200MM PIPE | 27.65 | RM | - | - |
| 7 | Aggregate Single Size:20 mm Nominal Size | 2.12 | CuM | - | - |
| 8 | Aggregate Single Size:40 mm Nominal Size | 2.12 | CuM | - | - |
| 9 | Dewatering from foundation & abutments and wing walls (with pump capacity 4000 Litre per Hr.) | 400 | Hrs | - | - |
| 10 | SignBoard | 1 | Job | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 1.54 MB
BOQ_116010.xls
BOQ • 0.32 MB
Technicalspecification.pdf
Other Document • 3.00 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 .