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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance | -15.00% | ₹7.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance 561 8 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | -15.00% | ₹7.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.5 L
EMD Value
₹84,878
Closing Date
14 Aug 2026, 3:00 pmClosed
Chief Engineer, Kanpur Municipal Corporation
Chief Engineer Office, Kanpur Municipal Corporation, Motijheel
Work regarding the laying of a drainage pipeline and construction of a drain at Nandlal Crossing falling under Zone 5 Ward 48
2026_NNKAN_1176278_1
220/AA-5/26-27
Open Tender
Civil Works
Fixed-rate
Ward 48
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹84,878
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 | PWD(SCH.)-273-FS5007-Concrete/RCC Work-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 : 12 graded Brick aggregate 40 mm nomial size | - | Cum | 4,380 | - |
| 3 | 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 | - |
| 4 | 13.4.1-FS13003-Plaster and painting 12 mm cement plaster of mix of mix 1: 4 ( 1 cement : 4 coarse sand) 12 mm cement plaster of mix | - | Sqm | 200 | - |
| 5 | 2.1.1(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 | 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 | - | Sqm | 3,676 | - |
| 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 | 1050-F1050-Providing, laying and jointing of 600mm dia RCC NP-3 hume pipe with all charges complee. Providing, laying and jointing of 600mm dia RCC NP-3 hume pipe with all charges complete.-Rate-2120.00 per 1 Rmt | - | rmt | 2,120 | - |
| 9 | 5.37.2-FS5028-All works above plinth level upto floor V level Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work. In transit mixer for all leads, having continous agitated mixer. manufactured as per mix design of specified grade for reinforced cememnt concrete work. Including pumpin of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures. In recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per direction of the Engineer-In-charge. (note:- Cement conctent considered In this item Is @330 kg/cum. Excess/less cement used as pe design mix is payable/recoverable sperartely)-Rate-8200.00 per 1 Cum | - | Cum | 8,200 | - |
| 10 | 231(a)-FS3001-Cartage of ballast, kankar, coal, grit of sand etc, including loading and unloading but excluding stacking on pucca roads (3km). Cartage of ballast, kankar, coal, grit of sand etc, including loadin gand unloading but excluding stackin on pucca roads | - | Cum | 116.92 | - |
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