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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance KANPUR NAGAR | UTTAR PRADESH | 208001 | -0.20% | ₹4.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | -0.05% | ₹4.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.3 LAdmitted-Fee/PreQual/Technical/Finance J 218 AWAS VIKAS 1 KALYANPUR KESHAVPURAM KANPUR UTTAR PRADESH 208017 UDYAM UP 43 0023948 | KANPUR NAGAR | UTTAR PRADESH | 208017 | +0.10% | ₹4.3 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.3 L
EMD Value
₹4,400
Closing Date
10 Aug 2026, 6:00 pmClosed
Executive Engineering UPSIC KANPUR
Executive Engineering UPSIC KANPUR
Construction of Shed 6.00 Multiply 6.00 in park near at Ward 53 Badhauriya Teraha Bargadiyapurwa, Saraimeeta,Kanpur
2026_MSME_1174464_2
861/EE4/26-27
Open Tender
Civil Works
Percentage
90 days
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Engineering UPSIC KANPUR
₹4,400
19 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 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 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.(DSR 2.6.1) | 12.41 | Cum. | 136.56 | ₹1,694.71 |
| 2 | Construction of subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 24.55 | Cum. | 220.7 | ₹5,418.18 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) | - | Cum. | 5,240.78 | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2) | - | Cum. | 6,959.31 | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6 & DSR 5.22.6(A)) | - | Qtl. | 8,297.39 | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) | 6.63 | Cum. | 5,670.58 | ₹37,595.95 |
| 7 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) (DSR 13.5.1) | 24 | Sqm | 7,189.04 | ₹1,72,536.96 |
| 8 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes (DSR 10.16.1) | 630.85 | Kg | 149.56 | ₹94,349.93 |
| 9 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (DSR : 12.50) | 47.45 | Sqm | 568.28 | ₹26,964.89 |
| 10 | Painting of MS structure with ready mix enamel paint etc all complete. | 1 | Job | 5,000 | ₹5,000 |
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