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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.7 CrAccepted-AOC BARABANKI | UTTAR PRADESH | 225001 | ₹4.7 Cr | L-1 | Accepted-AOC LOA |
| 2 | L-2₹4.7 Cr+₹63,051.22 (0.13%)Rejected-Finance 00 MEERANPUR SADARALI FAREEDPUR KALAN TANDA AMBEDKAR NAGAR UTTAR PRADESH 224145 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | ₹4.7 Cr+₹63,051.22 (0.13%) | L-2 | Rejected-Finance L-2 |
| Sl No | Description | Qty | Unit | M/S PRISM CONSTRUCTIONS L1 | BHARAT CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR 2.31 | 2,081.5 | Sqm | 11 ₹22,896.5 | 8 ₹16,652 Lowest |
| 2.00 | 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-incharge..All kinds of soil. DSR 2.6.1 | 1,807.51 | Cum | 116 ₹2,09,670.58 Lowest | 120 ₹2,16,900.6 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. Depth DSR 2.6.1+2.26.1 | 457.13 | Cum | 199 ₹90,968.07 Lowest | 222 ₹1,01,481.97 |
| 4.00 | 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 and for all lift. DSR 2.25 | 2,005.29 | Cum | 128 ₹2,56,677.12 Lowest | 144 ₹2,88,761.76 |
| 5.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 71.72 | Cum | 1,390 ₹99,686.63 | 1,200 ₹86,060.4 Lowest |
| 6.00 | 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 4.1.8 | 167.19 | Cum | 4,458 ₹7,45,341.94 Lowest | 4,500 ₹7,52,364 |
| 7.00 | 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.
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 | 288.4 | Cum | 6,220 ₹17,93,866.66 Lowest | 7,000 ₹20,18,821 |
| 8.00 | 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.
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 Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 | 423.02 | Cum | 6,453 ₹27,29,748.06 Lowest | 7,400 ₹31,30,348 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. DSR 4.3.1 | 5,383.86 | Sqm | 256 ₹13,78,269.44 Lowest | 288 ₹15,50,553.12 |
| 10.00 | 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 | 378.32 | cum | 4,823 ₹18,24,637.36 | 4,800 ₹18,15,936 Lowest |
Tender Value
Refer Docs
EMD Value
₹10.4 L
Closing Date
28 Mar 2026, 6:30 pmClosed
Superintending Engineer
PMGSY Circle, PWD, 15/5 Civil Line kanpur
Construction work of circle office and Construction Division1 office in Kannauj district
2026_WBEAP_1129375_1
616/167C-PMGSYC/2026 DT. 17.03.2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
kannauj
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,714
₹10.4 L
S.E., PMGSY Circle, PWD, 15/5 Civil Line Kanpur
30 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR 2.31 | |||||
| 2Earth 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-incharge..All kinds of soil. DSR 2.6.1 | |||||
| 3 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. Depth DSR 2.6.1+2.26.1 | 0.4 | Cum | - | - |
| 4 | 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 and for all lift. DSR 2.25 | 1 | Cum | - | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 0.8 | Cum | - | - |
| 6 | 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 4.1.8 | 0.8 | Cum | - | - |
| 7 | 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.
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 | 0.2 | Cum | - | - |
| 8 | 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.
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 Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 | 1 | Cum | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. DSR 4.3.1 | 1 | Sqm | - | - |
| 10 | 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 | 1 | cum | - | - |
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