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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.1 LAccepted-Finance | ₹8.1 L | L-1 | Accepted-Finance Lottery Allot |
| 2 | L-1₹8.1 LRejected-Finance | ₹8.1 L | L-1 | Rejected-Finance Lottery not Allot |
| 3 | L-1₹8.1 LRejected-Finance | ₹8.1 L | L-1 | Rejected-Finance Lottery not Allot |
| 4 | L-1₹8.1 LRejected-Finance | ₹8.1 L | L-1 | Rejected-Finance Lottery not Allot |
| 5 | L-1₹8.1 LRejected-Finance ARAJI NO 920 PLANT NO 5 PANKI ROAD KALYANPUR | KANPUR | KANPUR | UTTAR PRADESH | ₹8.1 L | L-1 | Rejected-Finance Lottery not Allot |
Tender Value
₹9.5 L
EMD Value
₹94,915
Closing Date
24 Jul 2026, 3:00 pmClosed
Chief Engineer
Office Motijheel Nagar Nigam Kanpur
Improvement work of footpath by laying drain and interlocking tiles from Nawabganj Dharamshala Square to H.B.T.I garbage dump under Zone-06 Ward-40 Vishnupuri.
2026_NNKAN_1171668_1
146/AA-6/2026-27
Open Tender
Civil Works
Fixed-rate
45 days
Ward-40
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹94,915
31 Jul 2026
22 Jul 2026
24 Jul 2026
22 Jul 2026
24 Jul 2026
22 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 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. | 78.37 | sqm | 67 | ₹5,250.79 |
| 2 | Work-earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in-Charge: 2.1.1 All kinds of soil.o 0.30 M-Rate-170 per 1 Cum. | 72 | cum | 170 | ₹12,240 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. | 20.25 | cum | 215 | ₹4,353.75 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size). | 5.4 | cum | 4,380 | ₹23,652 |
| 5 | Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand) | 1.38 | cum | 6,600 | ₹9,108 |
| 6 | SOR-Non SOR Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the curvature jointed with cement making joints with or without 135 required line, level and mortar 1:3 (1cement: 3 coarser sand) including grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment)-Rate-458 per 1 Rmt | 135 | rmt | 458 | ₹61,830 |
| 7 | Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402 | 43.32 | cum | 3,671 | ₹1,59,027.72 |
| 8 | Supply & Laying Of 80mm thick rubber moulded interlocking tiles with local sand 25-40 mm thick etc all complete. Providing and laying of Interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.)-Rate-925 per 1 Sqm. | 541.5 | sqm | 925 | ₹5,00,887.5 |
| 9 | Construction of gullypit 0.60x0.60x0.75 as per KNN design etc all work Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work.-Rate-5180 per 1 nos. | 3 | nos | 5,180 | ₹15,540 |
| 10 | Cortage of Earth or Malvaup to 3 KM including all completion of work Cortage of Earth or Malvaup to 3 KM including all completion of work-Rate-116.96 per 1 Cum. | 73.8 | cum | 116.96 | ₹8,631.65 |
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