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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹69.0 LAccepted-AOC | ₹69.0 L Quoted ₹73.3 L | l1 | Accepted-AOC aoc |
| 2 | l2₹89.4 L+₹16.1 L (22.0%)Rejected-Finance | ₹89.4 L+₹16.1 L (22.0%) | l2 | Rejected-Finance above |
| 3 | l3₹91.8 L+₹18.5 L (25.3%)Rejected-Finance | ₹91.8 L+₹18.5 L (25.3%) | l3 | Rejected-Finance above |
| 4 | l4₹92.8 L+₹19.5 L (26.6%)Rejected-Finance | ₹92.8 L+₹19.5 L (26.6%) | l4 | Rejected-Finance above |
Tender Value
₹98 L
EMD Value
₹6.9 L
Closing Date
4 Feb 2026, 12:00 pmClosed
SE, Ayo/Ambd Circle, PWD, Ayodhya
SE, Ayo/Ambd Circle, PWD, Ayodhya
PROPOSED DETAIL ESTIMATE OF DEVELOPMENT OF PARKING AREA NEAR GOKULDHAM AYODHYA
2026_CEUFZ_1110211_1
7587/01Bhawan(CD-4)-Ayo/Ambd Circle Dt 22.12.2025
Open Tender
Civil Works - Buildings
Fixed-rate
180 days
SE, Ayo/Ambd Circle, PWD
PROPOSED DETAIL ESTIMATE OF DEVELOPMENT OF PARKING AREA NEAR GOKULDHAM AYODHYA
2 documents required · 2 mandatory
₹2,714
₹6.9 L
Yes
SE, Ayo/Ambd Circle, PWD, Ayodhya
25 May 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
29 Jan 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 | INTERLOCKING Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. DSR-16.78.1 | 300 | CUM | 3,331 | ₹9,99,300 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR-2.27 | 108.09 | CUM | 1,436 | ₹1,55,217.24 |
| 3 | 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 | 2,000 | SQM | 12 | ₹24,000 |
| 4 | Blocks Grey Color (GRY)- Thikness-80 mm( M40 Grade or above) PLC Automatic Dry mix with 200 Bar (20 N/mm²)compaction and vibratory method by SS Mould | 2,000 | SQM | 1,018 | ₹20,36,000 |
| 5 | BOUNDARY WALL Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. | 209.05 | CUM | 176 | ₹36,792.8 |
| 6 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | 66.1 | CUM | 4,606 | ₹3,04,456.6 |
| 7 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. | 33.37 | CUM | 7,780 | ₹2,59,618.6 |
| 8 | As in item 6 but for the footing i.e. having spans upto 6 m. (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) | 17.96 | CUM | 6,117 | ₹1,09,861.32 |
| 9 | As in item 6 but for the R.c.c. column i.e. having spans upto 6 m. (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) | 15.95 | CUM | 7,339 | ₹1,17,057.05 |
| 10 | TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. | 83.11 | QTL | 7,293 | ₹6,06,121.23 |
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