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Tender Value
₹32.6 L
EMD Value
₹32,700
Closing Date
4 Aug 2026, 6:00 pm
EXECUTIVE ENGINEER UPSIC KANPUR
EXECUTIVE ENGINEER UPSIC KANPUR
VIKASH KHAND CHAUBEPUR KE GRAM PANCHAYAT GHANSHYAMPUR ME AIK GRAM PANCHAYAT BHAWAN KA NIRMAN KARYA
2026_MSME_1171342_5
661/EE2/UPSIC/2026-27
Open Tender
Civil Works
Percentage
365 days
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
EXECUTIVE ENGINEER UPSIC KANPUR
₹32,700
21 Jul 2026
21 Jul 2026
5 Aug 2026
21 Jul 2026
4 Aug 2026
21 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 | Earth work im surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as tsqm on plan including ing getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. directed by Engineer-in-Charge: 2.1.1 All kinds of soul 10 to 0.30 M). DSR 2.1 (2.8.1) | 76.62 | cum | 200.26 | ₹15,343.92 |
| 2 | Treatment of soil under existing floors using chemical emul
sion @ one litre per hole, 300 mm apart including drillin 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%
concentration DSR 2.35.3 | 112.6 | Sqm | 238.54 | ₹26,859.6 |
| 3 | Filling available excavated earth (excluding rock) m trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR 2.25A | 108.21 | cum | 538.93 | ₹58,317.62 |
| 4 | Suppluing and filling in plinth with with sand under floors, including watering and ramming cobusolidating and dressing complete DSR NO2.27 | 8.44 | cum | 1,633.9 | ₹13,790.12 |
| 5 | 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 natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR No. 4 1.8 | 15.89 | cum | 5,240.78 | ₹83,275.99 |
| 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 1:6 (1 cement : 6 coarse sand) DSR 6.1.2 | 19 | cum | 5,487.17 | ₹1,04,256.23 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 4 coarse sand) DSR 6.1.1 | 1.82 | cum | 5,670.58 | ₹10,320.46 |
| 8 | 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 | 1.19 | cum | 6,959.31 | ₹8,281.58 |
| 9 | 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 5.2.2 | 39.59 | cum | 8,349.67 | ₹3,30,563.44 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. SI No. Ch 5.22.6 | 3,280 | kg | 82.97 | ₹2,72,141.6 |
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