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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹13.3 LAccepted-AOC | ₹13.3 L | l1 | Accepted-AOC L1 |
| 2 | l2₹13.3 LRejected-Finance | ₹13.3 L | l2 | Rejected-Finance l2 |
| 3 | l3₹13.4 LRejected-Finance 5 7 TIWARI GALI FALAIKHABAD U P | FALAIKHABAD | UTTAR PRADESH | ₹13.4 L | l3 | Rejected-Finance l3 |
Tender Value
₹13.4 L
EMD Value
₹26,800
Closing Date
10 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
O/o EXECUTIVE ENGINEER
Construction work of boundary wall of Ambedkar Park in Gram Panchayat Roshanabad
2026_REDUP_1132910_3
440/EEREDFBD/2025-26 DT 10.03.2026
Open Tender
Civil Works
Farrukhabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹26,800
Yes
23 May 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
10 Apr 2026
3 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 |
|---|---|---|---|---|---|
| 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 in-charge. | - | Cum | - | - |
| 2 | 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) | - | Cum | - | - |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the Cost of centering, shuttering, finishing and reinforcement - All work up to plinth level ,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) | - | Cum | - | - |
| 4 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:(1 cement : 6 coarse sand) | - | Cum | - | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in 1 :6 | - | Cum | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level. ic plinth Beam | - | Qtl | - | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | - | Sqm | - | - |
| 9 | 12mm thick plaster with cement mortar in proportion of 1:4 with cement , c/sand plaster i/c all complete | - | Sqm | - | - |
| 10 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | - | Kg | - | - |
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