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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹5.2 L+₹3,679.04 (0.72%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹5.2 L+₹5,181.74 (1.01%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.2 L
EMD Value
₹10,363
Closing Date
21 Aug 2026, 5:00 pmClosed
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
Awantibai lodhi nagar ke gulchappa me PS marg se hamid ke bagh tak CC nirmaan
2026_DOLBU_1173645_15
181/NPP/RUDAULI/2026-27
Open Tender
Civil Works
Percentage
60 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹611
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
₹10,363
5 Oct 2026
3 Aug 2026
22 Aug 2026
3 Aug 2026
21 Aug 2026
3 Aug 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 & fillinf including cartage 3-0 km work done distance all complete | 127.4 | CuM | 221 | ₹28,155.4 |
| 2 | Excavation for foundation in ordinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum. As per SI no-251.Schedule Rate | 5.85 | CuM | 125 | ₹731.25 |
| 3 | P/L PCC 1:6:12 in cement, F/sand, 40mm, B/B including supply of all materials, labour and T&P all complete SI NO 273 | 2.99 | CuM | 3,950 | ₹11,810.5 |
| 4 | First class 150 bricks work in 1:4 all complete SI NO 305(b) | 13.46 | CuM | 5,390 | ₹72,549.4 |
| 5 | 12mm thick plaster in 1:3 cement & C/Sand mortar all complete SI NO 583 | 29.9 | CuM | 190 | ₹5,681 |
| 6 | Construction of granular sub-base by providing well graded material, spreading inuniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 24.6 | CuM | 3,650 | ₹89,790 |
| 7 | Construction of un-reinforced dowel joints at expansion and costruction joint oniy, plain cement cocrete pavement thickness as per design over a perroared sub base with 43 Grade cement or any othr type as per claus 1501.2.2 M 30 (Grade) course and fine aggregates conforming to IS.383. maximum size of course aggregate not exceeding sealant dowl near approaches to bridge/culvert and costruction joints, curring compound (where specified)and water finishing to lines and grade as per drawing and technical specification 1501 | 30.75 | CuM | 8,953 | ₹2,75,304.75 |
| 8 | Additional for Non Metalic C.C. Surface Hardner I/C all complete | 205 | Sqm | 96.25 | ₹19,731.25 |
| 9 | Providing and laying Cement concrete 1:2:4 in cement, c/sand, 20 mm s/grit including supply of all materials. Labour and T&P etc. Requaried for proper completion of the work and curing complete also including cost of formwork in foundation and floors all coplete S. I. No. 279 (b) | 1.2 | Sqm | 7,850 | ₹9,420 |
| 10 | S/F of sign board at site all complete | 1 | Sqm | 5,000 | ₹5,000 |
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181OTHER.pdf
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