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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.8 LAccepted-AOC | ₹9.8 L | l1 | Accepted-AOC L1 |
| 2 | L2₹9.8 L+₹2,940.01 (0.30%)Rejected-Finance | ₹9.8 L+₹2,940.01 (0.30%) | L2 | Rejected-Finance not qualified |
| 3 | L3₹9.8 L+₹4,410.01 (0.45%)Rejected-Finance | ₹9.8 L+₹4,410.01 (0.45%) | L3 | Rejected-Finance not qualified |
Tender Value
₹9.8 L
EMD Value
₹98,000
Closing Date
12 May 2026, 3:00 pmClosed
c.e kanpur nagar nigam
c.e office kanpur nagar nigam
zone-01 ward 71 ke antargat Sarya hata me Jameel BHai Genrator wale ke Makan se Garib Nawaj masjid tak road ka sudhar Karya
2026_NNKAN_1146977_1
590/AA-1/2025-26
Open Tender
Civil Works
Fixed-rate
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹98,000
3 Jul 2026
8 May 2026
12 May 2026
8 May 2026
12 May 2026
8 May 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 | Dosamentling of damage ce including stacking dismental material with in 60m distence etc all comp | 360 | sqm | 67 | ₹24,120 |
| 1.02 | Earth work cutting chankment 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 carth 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. | 51 | cum | 170 | ₹8,670 |
| 1.03 | Construction of G.S.B Etc all comp. | 48 | cum | 3,671 | ₹1,76,208 |
| 1.04 | M-150 b/w with 14 cement & C sand mortar cic all comp Super structure | 5.52 | cum | 6,600 | ₹36,432 |
| 1.05 | construction of Chamber internal size 60x60x.90 with all charges etc all comp. | 5 | nos | 7,464 | ₹37,320 |
| 1.06 | construction of gully pit as per knn design .60x.60x.75 ete all comp. | 4 | nos | 5,180 | ₹20,720 |
| 1.07 | E/W in Excavation in trenches for foundation pipe cable etc in ordinary soil (loan clay or sand) including 1.5left and 50m and dressing of side and ramming of bottom and disposal of surplus axcavated earth as directed by the engineer ic/within a lead of 60 m etc all comp. | 8.1 | cum | 215 | ₹1,741.5 |
| 1.08 | Cartage of carth and dismental material upto 3.00km including loading unloading etc all comp. | 105 | cum | 116.96 | ₹12,280.8 |
| 1.09 | providing and laying in cement conc Concrete 1:1.5:3 (1 Cement 1.5c sand and 3 graded stone Ballast 20 mm nominal size)and curing comp etc all comp. | 15 | rmt | 673.6 | ₹10,104 |
| 1.1 | providing and laying in cement conc Concrete 1:1.5:3 (1 Cement 1.5c sand and 3 graded stone Ballast 20 mm nominal size)and curing comp etc all comp. | 58.8 | sqm | 7,160 | ₹4,21,008 |
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finance_2144997.pdf
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BOQ_2144997.xls
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