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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-Finance | ₹19.7 L | L1 | Accepted-Finance qualified |
| 2 | L2₹19.9 L+₹15,131.37 (0.77%)Rejected-Finance | ₹19.9 L+₹15,131.37 (0.77%) | L2 | Rejected-Finance not qualified |
| 3 | L3₹19.9 L+₹15,131.37 (0.77%)Rejected-Finance | ₹19.9 L+₹15,131.37 (0.77%) | L3 | Rejected-Finance not qualified |
Tender Value
₹19.9 L
EMD Value
₹2.0 L
Closing Date
30 Jul 2026, 3:00 pmClosed
c.e office
c. e. office kanpu nagar nigam motijheel
zone-01 ward-98 Maheswaru mohal ke anataragt Saeai singh Hata Ki Galiyo ka sudhar aKa karya
2026_NNKAN_1173062_1
705/AA-1/2025-26
Open Tender
Civil Works
Fixed-rate
kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹2.0 L
Yes
10 Sept 2026
28 Jul 2026
30 Jul 2026
28 Jul 2026
30 Jul 2026
28 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 | Daumemling of damage co mcluding stacking dismental material with in 60m distence etc all comp | 1 | sqm | 67 | ₹66.93 |
| 1.02 | Earth work cutting ebankment in ordinary soil exavation to be from reguar pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and stopes and also including 1.5 M. lift and 30 M. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by Engineering in charge. | - | cum | 170 | - |
| 1.03 | Construction of G.S.B Etc all comp. | - | cum | 3,671 | - |
| 1.04 | M-150 b/w with 1:4 cement & C.sand mortar etc all comp Super structure | 8.28 | cum | 6,600 | ₹54,648 |
| 1.05 | Cartage of earth and dismental material upto 3.00km including loading unloading etc all comp | 156.1 | cum | 116.96 | ₹18,257.46 |
| 1.06 | providing and laying in cement conc Concrete 1:15:3 (1 Cement1.5c sand and 3 graded stone Ballast 20 mm nominal size)and curing comp etc all comp. | 141.3 | sqm | 7,160 | ₹10,11,708 |
| 1.07 | Earth work in excavation means (hydraulic )excavator/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. | 16.2 | cum | 215 | ₹3,483 |
| 1.08 | Supply/fixing and Jointing RCC hume pipe 250mm dia etc all comp.
25.00 | 25 | rmt | 673.6 | ₹16,840 |
| 1.09 | construction of Chamber internal size 60x.60x.90 with all charges etc all comp. | 4 | nos | 7,464 | ₹29,856 |
| 1.1 | 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. | 60 | sqm | 232 | ₹13,920 |
stage.html
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tech_eval.pdf
fin_eval.pdf
finance_2202863.pdf
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xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_2202863.xls
BOQ • 0.34 MB
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