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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAccepted-AOC | ₹10.9 Cr | L1 | Accepted-AOC technically qualified and quoted lowest amount |
| 2 | L2₹11.4 CrRejected-Finance | ₹11.4 Cr | L2 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 3 | L3₹11.9 CrRejected-Finance | ₹11.9 Cr | L3 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| Sl No | Description | Qty | Unit | MAA GOMTI CONSTRUCTION L1 | M/S BABA TRADERS L3 | ASHUTOSH KUMAR VERMA L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 Excavation up to 1.50 mtr. Depth | 1,579.43 | CUM | 167.11 ₹2,63,938.55 | 150 ₹2,36,914.5 | 100 ₹1,57,943 Lowest |
| 2.00 | Excavating, 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. | 2,670.94 | CUM | 449.71 ₹12,01,148.43 | 400 ₹10,68,376 Lowest | 500 ₹13,35,470 |
| 3.00 | 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) | 417.34 | CUM | 4,373.16 ₹18,25,094.59 Lowest | 4,700 ₹19,61,498 | 6,000 ₹25,04,040 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 333.12 | CUM | 1,363.4 ₹4,54,175.81 | 1,350 ₹4,49,712 Lowest | 1,500 ₹4,99,680 |
| 5.00 | Diluting and injecting chemical emulsion for PRE/POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under floors using chemical emul sion @ 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 floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,836.21 | SQM | 199.05 ₹3,65,497.6 | 199 ₹3,65,405.79 | 100 ₹1,83,621 Lowest |
| 6.00 | Reinforced 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).-Lintel,Slab, beam | 1,135.41 | CUM | 7,386.28 ₹83,86,456.17 Lowest | 7,900 ₹89,69,739 | 11,000 ₹1,24,89,510 |
| 7.00 | Reinforced 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).-Up To Plinth Lvl.(Tie beam, footing, column) | 737.9 | CUM | 5,807.18 ₹42,85,118.12 Lowest | 6,400 ₹47,22,560 | 11,000 ₹81,16,900 |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Column | 267.26 | CUM | 6,967.36 ₹18,62,096.63 Lowest | 7,800 ₹20,84,628 | 11,000 ₹29,39,860 |
| 9.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 532.69 | CUM | 4,578.75 ₹24,39,054.34 Lowest | 5,102 ₹27,17,784.38 | 5,400 ₹28,76,526 |
| 10.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 99.28 | SQM | 263.76 ₹26,186.09 | 301 ₹29,883.28 | 100 ₹9,928 Lowest |
Tender Value
₹12.9 Cr
EMD Value
₹25.8 L
Closing Date
6 Jan 2026, 1:00 pmClosed
SE SIX CIRCLE LUCKNOW
SE Six circle lucknow
Janpad hardoi ke antargat rastriya jal prabandh yojna sharda nahar khand hardoi ke type1 type2 type3 avam type4 ke aawas ke marammat avam nirman ka karya
2025_UPIDC_1101421_8
04/SE-6/2025-26
Open Tender
Civil Works
Item Rate
500 days
Hardoi
Please refer tender document
2 documents required · 2 mandatory
₹7,354
₹25.8 L
SE Six circle lucknow
9 Mar 2026
29 Dec 2025
6 Jan 2026
29 Dec 2025
6 Jan 2026
29 Dec 2025
29 Dec 2025
| 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-incharge. All kinds of soil Excavation up to 1.50 mtr. Depth | 1,579.43 | CUM | - | - |
| 2 | Excavating, 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. | 2,670.94 | CUM | - | - |
| 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 natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 417.34 | CUM | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 333.12 | CUM | - | - |
| 5 | Diluting and injecting chemical emulsion for PRE/POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under floors using chemical emul sion @ 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 floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,836.21 | SQM | - | - |
| 6 | Reinforced 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).-Lintel,Slab, beam | 1,135.41 | CUM | - | - |
| 7 | Reinforced 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).-Up To Plinth Lvl.(Tie beam, footing, column) | 737.9 | CUM | - | - |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Column | 267.26 | CUM | - | - |
| 9 | 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) | 532.69 | CUM | - | - |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 99.28 | SQM | - | - |
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