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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹8.5 LAccepted-AOC | ₹8.5 L | l1 | Accepted-AOC L1 |
| 2 | L2₹10.0 L+₹1.5 L (17.3%)Rejected-Finance | ₹10.0 L+₹1.5 L (17.3%) | L2 | Rejected-Finance l4 |
| 3 | L3₹9.9 L+₹1.4 L (16.4%)Rejected-Finance | ₹9.9 L+₹1.4 L (16.4%) | L3 | Rejected-Finance l2 |
| 4 | L4₹9.9 L+₹1.4 L (16.5%)Rejected-Finance | ₹9.9 L+₹1.4 L (16.5%) | L4 | Rejected-Finance l3 |
Tender Value
₹10.0 L
EMD Value
₹99,886
Closing Date
25 Feb 2026, 3:00 pmClosed
c.e office
c. eoffice kanpur nagar nigam motijheel
zone-1 ward-104 ke antaragt Moolganj Chauraha to Indra Gandhi Murti tak Side Patarey ka Sudhar Ka Karya
2026_NNKAN_1118097_1
330/Aa-1/2025-26
Open Tender
Civil Works
Fixed-rate
kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹99,886
Yes
4 Aug 2026
19 Feb 2026
25 Feb 2026
19 Feb 2026
25 Feb 2026
19 Feb 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 | Dismentling of damage interlocking including stacking dismental material with in 60m distence etc all comp. | 240 | sqm | 11 | ₹2,640 |
| 1.02 | Dismentling of damage ce including stacking dismental material with in 60m distence etc all comp. | 12 | sqm | 67 | ₹804 |
| 1.03 | E/W in Surface Excavation no exceeding 30 cm in depth but ecceeding 1.5 m width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m and lift up to 1.5 m as directed by the engineer in charge; etc all comp. | 60 | cum | 170 | ₹10,200 |
| 1.04 | Construction of G.S.B Etc all comp. | 49.2 | cum | 3,671 | ₹1,80,613.2 |
| 1.05 | M-150 b/w with 1:4 cement & C.sand mortar ete all comp. Super structure | 4.6 | cum | 6,600 | ₹30,360 |
| 1.06 | construction of gully pit as per knn design 60x.60x.75 etc all comp. | 1 | nos | 5,180 | ₹5,180 |
| 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. | 2.7 | cum | 215 | ₹580.5 |
| 1.08 | Supply/fixing and Jointing RCC hume pipe 250mm dia etc all comp. | 5 | rmt | 673.6 | ₹3,368 |
| 1.09 | Cartage of earth and dismental material upto 3.00km including loading unloading etc all comp. | 61.8 | cum | 116.96 | ₹7,228.13 |
| 1.1 | providing and laying in cement cone 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. | 85.5 | sqm | 7,041 | ₹6,02,005.5 |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_2078044.xls
BOQ • 0.34 MB
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