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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance | ₹1.8 Cr | L1 | Accepted-Finance Due to Lowest 1 |
| 2 | L2₹1.8 CrRejected-Finance | ₹1.8 Cr | L2 | Rejected-Finance Due to Lowest 2 |
| 3 | L3₹1.8 CrRejected-Finance | ₹1.8 Cr | L3 | Rejected-Finance Due to Lowest 3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to illegible/unreadable documents of point no 7(i)(ii), 9 and Non Compliance of point no 21 of Checklist |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
5 May 2026, 3:00 pmClosed
Office EE CD LKO 13 UPAVP, Lucknow
Office EE CD LKO 13 UPAVP, Lucknow
Construction of Boundary wall for Kasturba Gandhi Balika Vidyalaya at Nawabganj, Asoha, Purwa, Hilauli, Bichhiya at Distt.-Unnao (U.P)
2026_UPHDB_1134226_1
333/AC-5/09 Dt. 04.04.2026
Open Tender
Civil Works - Buildings
180 days
Distt. Unnao
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,310
Office EE CD LKO 13, UPAVP, Lucknow
₹3.7 L
15 May 2026
7 Apr 2026
6 May 2026
7 Apr 2026
5 May 2026
7 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 |
|---|---|---|---|---|---|
| 0_) | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 0.30 m & Above | - | CUM | - | - |
| 0_) | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation | - | CUM | - | - |
| 0_) | Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level.
1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size) | - | CUM | - | - |
| 0_) | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | CUM | - | - |
| 0_) | 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 :5.2.2 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) | - | CUM | - | - |
| 0_) | Centering,shuttering inluding strutting,proping etc. & removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | SQM | - | - |
| 0_) | Centering,shuttering inluding strutting,proping etc. & removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | SQM | - | - |
| 0_) | Centering,shuttering inluding strutting,proping etc. & removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | - | SQM | - | - |
| 0_) | Brick work with common burnt clay (non-modular) bricks of class-7.5 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand) | - | CUM | - | - |
| 0_) | Brick work with common burnt clay (non modular) bricks of class-7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement :6 coarse sand) | - | CUM | - | - |
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