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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.2 CrAccepted-Finance | ₹5.2 Cr | L-1 | Accepted-Finance L1 |
| 2 | L-2₹5.6 Cr+₹35.4 L (6.80%)Rejected-Finance BARABANKI | UTTAR PRADESH | 225001 | ₹5.6 Cr+₹35.4 L (6.80%) | L-2 | Rejected-Finance L2 |
| 3 | L-3₹6.1 Cr+₹85.0 L (16.3%)Rejected-Finance | ₹6.1 Cr+₹85.0 L (16.3%) | L-3 | Rejected-Finance L3 |
| 4 | L-4₹6.1 Cr+₹88.7 L (17.0%)Rejected-Finance | ₹6.1 Cr+₹88.7 L (17.0%) | L-4 | Rejected-Finance L4 |
Tender Value
Refer Docs
EMD Value
₹12.2 L
Closing Date
4 Apr 2026, 12:00 pmClosed
Superintending Engineer
PMGSY Circle, PWD, 15/5 Civil Line Kanpur
Construction work of division level State Tax Office building in District Lalitpur
2026_WBEAP_1130696_1
500/167C-PMGSYC/2026 DT. 27.03.2026
Open Tender
Civil Works - Buildings
Percentage
365 days
Lalitpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,950
₹12.2 L
S.E., PMGSY Circle, PWD, 15/5 Civil Line Kanpur
2 May 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
1 Apr 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 |
|---|---|---|---|---|---|
| 1Earth 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 1 0 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 | |||||
| 2Extra 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 | |||||
| 3Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km 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 | |||||
| 4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | |||||
| 51:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 | |||||
| 6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). (RWH) DSR 5.3 | |||||
| 7Providing 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. 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. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.1.1 | |||||
| 8Providing 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. 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. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 | |||||
| 9Providing 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. 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. (B/W) DSR 4.20.1.3 | |||||
| 10Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete, Boundary Wall DSR 5.9.1 | |||||
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