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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Fee/PreQual/Technical/Finance | -1.11% | ₹9.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.8 L+₹6,016.59 (0.62%)Admitted-Fee/PreQual/Technical/Finance | -0.50% | ₹9.8 L+₹6,016.59 (0.62%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹9.9 L
EMD Value
₹98,633
Closing Date
14 Aug 2026, 3:00 pmClosed
Chief Engineer, Kanpur Municipal Corporation
Chief Engineer Office, Kanpur Municipal Corporation, Motijheel
Improvement work on ramps using interlocking tiles at the culvert opposite the Railway Ground and at the main gates in Nirala Nagar Zone 5 Ward 07
2026_NNKAN_1176290_1
309/AA-5/26-27
Open Tender
Civil Works
Fixed-rate
Ward 07
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹98,633
27 Aug 2026
11 Aug 2026
14 Aug 2026
11 Aug 2026
14 Aug 2026
11 Aug 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 | 2.8-FS4003-Earth Work-E/W in Excavation in trenches for foundation pipe cable etc in ordinary soil (loan clay or sand) including 1.5 left and 50m and dressing Earth work in excavation by mechanical means (Hydraulic excavor)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), excavated soil as directed, within a lead of SOm. Including dressing of sides and ramming of bottoms, lift up to 1.5m | - | Cum | 215 | - |
| 2 | 4.1.3-FS5002-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zoneIII): 4 graded stone aggregate 20mm nominal size)-Rate 6750 per 1 cum | - | Cum | 6,750 | - |
| 3 | 12.1-FS11001-Providing corrugated G.S. sheet roofing including vertical/curved surface fixed Providng corrrugated G.S sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts8 mm diameter with bitumen and G.I. limpet washers filled with white lead, steel primer and two coats of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlns, rafters and trusssand including cutting to size and shape wherever required. Rate -1140-00 per 1 Sqm | - | sqm | 1,140 | - |
| 4 | Dsr/Sor-10.26.1-F32006-M.S Iron work or tubular pipe of approved size by welding etc all ladger railing balcony railing etc all complation of work. M.S iron work or tubular pipe of approved size by welding etc all ladger railing balcony railing etc all complation of work.-Rate-119.00 per 1 kg | - | kg | 119 | - |
| 5 | 2.1.1-FS4001-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 Som and lift upto 1.5m as directed Engineer-in-charge All kinds of soil 0.30 M-Rate-170 per 1 Cum | - | Cum | 170 | - |
| 6 | 6.1.1-FS6001-Brick work-class-150 brick work in 1:4 cement, c sand in foundation and plinth etc all complete Brick work with commoburnt clay (non modular) bricks of class-150 in foundation and plinth in. Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | 6,600 | - |
| 7 | MORD 1500(6.7)-FS26009-Supply & Laying of 80mm thick rubber moulded interlocking tiles with local sand 25-40mm thick etc all complete. Providing and laying of interlocking concrete Block payment having thickness 80 mm as per drawing and technical specification | - | Sqm | 925 | - |
| 8 | NA-F5042-Construction of GSB with well graded materials in uniform layer etc all complete. Constructon of GSB by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method withrotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. Rate-3676.00 per 1 Cum | - | Cum | 3,676 | - |
| 9 | Add GST | - | Gst | 1,50,456.51 | - |
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