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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.9 CrAdmitted-Finance 128 283 H 2 BLOCK KIDWAI NAGAR KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208001 | -0.40% | ₹10.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.9 CrAdmitted-Finance | -0.11% | ₹10.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹10.9 CrAdmitted-Finance | -0.10% | ₹10.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹10.9 CrAdmitted-Finance | -0.05% | ₹10.9 Cr | L4 | Admitted-Finance |
| 5 | L5₹11.0 CrAdmitted-Finance | -0.02% | ₹11.0 Cr | L5 | Admitted-Finance |
Tender Value
₹11.0 Cr
EMD Value
₹11.0 L
Closing Date
3 Jun 2026, 6:00 pmClosed
CHIEF ENGINEER KANPUR
CHIEF ENGINEER KANPUR
TRANING CUM EXHIBITION CENTER AT LAXMAN BAGH,KANPUR UP
2026_MSME_1151870_1
19/CE/26-27
Open Tender
Civil Works
Percentage
356 days
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,855
Executive Engineering UPSIC KANPUR
₹11.0 L
KANPUR
20 Jul 2026
22 May 2026
4 Jun 2026
22 May 2026
3 Jun 2026
22 May 2026
27 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 |
|---|---|---|---|---|---|
| 1 | Cleaning jungle including uprooting of rank vegitations, grass, bushes, wood tree & sapling of girth upto 30cm measured at the height of 1.0mts above ground level and removal of rubbish upto a distance of 50mts outside the periphery of area cleared (DSR 2.32) | 34,895.76 | Sqm | 13.95 | ₹4,86,795.85 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. (DSR : 2.8.1) | 2,516.66 | Cum | 206.27 | ₹5,19,111.46 |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil (DSR : 2.26.1) | 285.9 | Cum | 100.48 | ₹28,727.23 |
| 4 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil (DSR : 2.28.1) | 5,173.66 | Sqm | 27.06 | ₹1,39,999.24 |
| 5 | Filling available excavated earth (excluding rock) in 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 2.25) | 1,129.87 | Cum | 155.31 | ₹1,75,480.11 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (DSR 2.25a) | 939.47 | Cum | 555.06 | ₹5,21,462.22 |
| 7 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor.
With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. (DSR 2.35.3.1) | 4,029.87 | Sqm | 245.68 | ₹9,90,058.46 |
| 8 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. (DSR 2.27) | 213.2 | Cum | 1,682.8 | ₹3,58,772.96 |
| 9 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (DSR 4.1.8) | 946.64 | Cum | 5,397.65 | ₹51,09,631.4 |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Concrete of M25 grade with minimum cement content of 330 kg /cum
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | - | - | - | - |
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