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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹99.3 LAdmitted-Finance CHAMKANI KARBALA SHAHJAHANPUR | SHAHJAHANPUR | SHAHJAHANPUR | UTTAR PRADESH | -16.86% | ₹99.3 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance | -12.91% | ₹1.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -5.27% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance | -0.20% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical UnResponsive |
Tender Value
₹1.2 Cr
EMD Value
₹8.0 L
Closing Date
29 Apr 2026, 3:00 pmClosed
DEPUTY DIRECTOR CONSTRUCTION MANDI PARISHAD
DEPUTY DIRECTOR CONSTRUCTION MANDI PARISHAD NAVIN MANDI STHAL BAREILLY
Laying of Cement Concrete in front of 02 nos main gate and repairing of drain and R/M Laying of Vitrified Floor tiles, Roof water Proofing treatment and Painting work and Laying work of interlocking tiles in K.V.G area etc work at SMY Banda
2026_RKUMP_1134359_1
E-Tender-Banda-2026-12-SPN
Open Tender
Civil Works
180 days
Shahjahanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹21,200
DDC MANDI PARISHAD
₹8.0 L
Yes
4 May 2026
10 Apr 2026
29 Apr 2026
10 Apr 2026
29 Apr 2026
10 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 cutting or in embankment in ordinary soil excavation to be in the regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm thick layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mt. lift & 30.0 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 M distance as directed by the (Excluding Royalty) E.I. S.I. 253 | - | M3 | - | - |
| 2 | G- 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN Vibratory roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 45 -63 mm stone ballast as per Technical Specification Clause 404) Morth | - | M3 | - | - |
| 3 | P/L of factory made 80 mm thick interlocking cement concrete tiles(30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to requried level and slope filling joints with fine sand supply and all material labour T&P etc. all complete.(New Item-1) | - | Sqm | - | - |
| 4 | Excavation in foundation in ordinary soil I/C lift upto 1.50 M & lead upto 30 M I/C filling, watering & ramming of excavated earth into the tranches or into the plinth and removal of surplus earth as directed by engineer in charge.S.I. no.251 | - | M3 | - | - |
| 5 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete,including supply of all material labour T&P etc. required for proper completion of the work, in foundation and floors.SI 281 | - | M3 | - | - |
| 6 | Laying of CC work with cement approved coarse sand and 2 cm.gauge approved stone grit in the proportion of 1:1.5:3 in road surface excluding supply supply of reinforcement but including fixing & binding the same with 24 B.W.G. G.I. wire and including the cost of binding wire and including supply of all materials, labour and tools & plants. Royalty etc. required for the proper completion of the work. S.I. No.279ii | - | M3 | - | - |
| 7 | Cement concrete with 2 cm gauge grit approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, Labour and T&P etc. required for proper completion of the work.(S.I. No. 279i) | - | M3 | - | - |
| 8 | M-150 brick in 1:4 cement and Coarse sand morter in foundation and plinth including supply of all materials, labour and T& P etc. required for proper (SI No.305 | - | M3 | - | - |
| 9 | 12 mm thick plaster in 1:4 with cement and coarse sand mortar including supply of all materials, labour and tools & plants. required for proper completion of work. S.I. No.584(I )+Diff | - | Sqm | - | - |
| 10 | Concrete with 4 cm.Gauge brick ballast fine sand of 1.25 FM in proportion of 1:6:12 and cement in foundation and under floors, including supply of all materials, labour and tools & plants. Royalty etc. required for the proper completion of the work. S.I. No.273 | - | M3 | - | - |
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