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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17 LAccepted-Finance | ₹17 L | L1 | Accepted-Finance qualified |
| 2 | L2₹17 LSame as L1Rejected-Finance H NO 413 VILLAGE SULKHANI P O BUGANA 125121 | HISAR | HARYANA | 125121 | ₹17 LSame as L1 | L2 | Rejected-Finance not qualified |
| 3 | L3₹17 LSame as L1Rejected-Finance | ₹17 LSame as L1 | L3 | Rejected-Finance not qualified |
| 4 | l4₹17 LSame as L1Rejected-Finance | ₹17 LSame as L1 | l4 | Rejected-Finance not qualified |
| 5 | L5₹17 LSame as L1Rejected-Finance | ₹17 LSame as L1 | L5 | Rejected-Finance not qualified |
Tender Value
₹20 L
EMD Value
₹2 L
Closing Date
30 Jul 2026, 3:00 pmClosed
c.e office
c. e office kanpur nagr nigam motijhell
Zone-01 ward-106 ke antargat Halasi Road se DhanKuuti Kota Stone wa C.C Dwara Footpath Ka Sudhar Ka Karya
2026_NNKAN_1157549_2
704/AA-1/2025-26
Open Tender
Civil Works
Fixed-rate
kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
₹2 L
Yes
19 Aug 2026
27 Jul 2026
30 Jul 2026
27 Jul 2026
30 Jul 2026
27 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Dimenting of damage ve inchading stacking diumental material with in tom distence etc aff comp | 658.12 | Sqm | 67 | ₹44,094.04 |
| 1.02 | Construction of G.S.B Ete all comp | 16 | cum | 3,671 | ₹58,736 |
| 1.03 | M-150 b/w with 14 coment & Csand mortar etc all comp Super structure | 18.4 | cum | 6,600 | ₹1,21,440 |
| 1.04 | Cartage of earth and dismental material upto 3.00km including louding unloading etc all comp | - | cum | 116.96 | - |
| 1.05 | providing and laying in cement conc Concrete 1:15:3 (1 Cement 1.5c sand and 3 graded stone Ballast 20 mm nominal size)and curing comp etc all comp. | 20 | sqm | 7,160 | ₹1,43,200 |
| 1.06 | Earth work in excavation means (hydraulic Jexcavator/manual means in foundation trenches are drains (not exceeding 1.5 mtr in width or 10swm on plan ), excavation soil and disposal off sarface exavated soil as directed, within lead of 50 m.including dressing of side and ramming of bottoms, lift up to 1.5 m, including getting out the all kinds of soil. | - | cum | 215 | - |
| 1.07 | Supply/fixing and Jointing RCC hume pipe 250mm dia etc all comp. | 20 | rmt | 673.6 | ₹13,472 |
| 1.08 | construction of Chamber internal size 60x.60x.90 with all charges etc all comp. | 1 | nos | 7,464 | ₹7,464 |
| 1.09 | 15 mm thick cement plaster in single coat on fair side of single of half brick wall with 1:4cement finish with a floating coat of neet cement etc all comp. | 142.93 | sqm | 232 | ₹33,159.76 |
| 1.1 | construction of gully pit as per knn design 60x.60x.75 etc all comp. | 3 | nos | 5,180 | ₹15,540 |
stage.html
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tech_eval.pdf
fin_eval.pdf
finance_2202188.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_2202188.xls
BOQ • 0.35 MB
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