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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.5 LAdmitted-Finance | -1.50% | ₹15.5 L | L1 | Admitted-Finance |
| 2 | L2₹15.7 LAdmitted-Finance NEERU WALA BAGH FIROZABAD UTTAR PRADESH | -0.20% | ₹15.7 L | L2 | Admitted-Finance |
| 3 | L3₹15.7 LAdmitted-Finance | -0.10% | ₹15.7 L | L3 | Admitted-Finance |
Tender Value
₹15.7 L
EMD Value
₹32,000
Closing Date
11 May 2026, 12:00 pmClosed
OFFICE OF EXECUTIVE ENGINEER RED VIKAS BHAWAN KNP
OFFICE OF EXECUTIVE ENGINEER RED VIKAS BHAWAN KNP
Maintenance and Repair Work on the Main Road within the District Rural Development Institute Office Complex
2026_REDUP_1144330_3
12/RED/Notice/File No. 16/26-27 Dt 04-04-26
Open Tender
Civil Works
180 days
KANPUR NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹855
₹32,000
27 May 2026
5 May 2026
11 May 2026
5 May 2026
11 May 2026
5 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Description of work | ||||||
| 1.01 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 | 40.08 | cum | 161.5 | ₹6,472.92 | BI01010001010000000000000515BI0100001113 |
| 1.02 | Providing and laying in position in C.C. specified grade excluding the cost of centering, shuttering , finishing and reinforcement (1:4:8) with cement, course sand and 40mm gauge stone ballast i/c all as per pwd specifications no 273 | 15.03 | cum | 5,453 | ₹81,958.59 | BI01010001010000000000000515BI0100001114 |
| 1.03 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204 | 39.64 | cum | 6,270 | ₹2,48,542.8 | BI01010001010000000000000515BI0100001115 |
| 1.04 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 | 4.12 | cum | 6,412.5 | ₹26,419.5 | BI01010001010000000000000515BI0100001116 |
| 1.05 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 105.49 | sqm | 190 | ₹20,043.1 | BI01010001010000000000000515BI0100001117 |
| 1.06 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 61.26 | cum | 3,621.5 | ₹2,21,853.09 | BI01010001010000000000000515BI0100001118 |
| 1.07 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 122.51 | cum | 7,243.47 | ₹8,87,397.51 | BI01010001010000000000000515BI0100001119 |
| 1.08 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 | 6.33 | cum | 6,412.5 | ₹40,591.13 | BI01010001010000000000000515BI0100001120 |
| 1.09 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 496.91 | kg | 66.6 | ₹33,094.21 | BI01010001010000000000000515BI0100001121 |
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