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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Finance S 10 2 1 L RAM SINGH KATRA HUKULGANJ VARANASI | VARANASI | UTTAR PRADESH | -0.30% | ₹9.2 L | L1 | Admitted-Finance |
| 2 | L2₹9.2 LAdmitted-Finance | -0.25% | ₹9.2 L | L2 | Admitted-Finance |
| 3 | L3₹9.2 LAdmitted-Finance ETAWAH | +0.15% | ₹9.2 L | L3 | Admitted-Finance |
Tender Value
₹9.2 L
EMD Value
₹92,218
Closing Date
2 Apr 2026, 5:00 pmClosed
Executive Officer Nagar Panchayat Lalganj PBH
Office Nagar Panchayat Lalganj Pratapgarh
ConstructionofCCroadanddraininharkaranpattipoundtointerlockinginpuretikaramward
2026_DOLBU_1127518_1
915NPL-2025-26 Date 11-03-2026
Open Tender
Civil Works
90 days
LalganjPratapgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,197
Yes
Executive Officer Nagar Panchayat Lalganj
₹92,218
Yes
18 Apr 2026
19 Mar 2026
4 Apr 2026
19 Mar 2026
2 Apr 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation in ordinary soil inclunding with all complete. Including royalty as per S.I. No. 251 | |||||
| 2Cement concrete in 1:6:12 mortar cement, snad with 40mm gauge brick ballast i/c all complete. For wall as per S.I. No. 273 | |||||
| 3M-150 class brick in 1:4 cement & fine sand including all complete. S.I. No. 305 | |||||
| 4Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor 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. | |||||
| 5Construction plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeidng 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in appropriate weigh batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the from work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate virbrators and finished in continuous operation. admixtures as approved, curing of concrete slabs for 14 days, curing compound [where specified] and water finishing to lines and grade as per drawing and Technical Specification Clause 1500] | |||||
| 62.5mm thick P.C.C in 1:2:4 Cement, C-sand & 20mm gauge stone grit i/c all complete as the top pf wall S.I. No. 279(a) | |||||
| 712mm thick plaster in 1:4 Cement & F-sand mortar including all complete. S.I. No. 584 | |||||
| 8R.C.C. work in 1:1.5:3 cement, C-sand & 20mm gauge stone grit for slab i/c all complete S.I. No. 284 | |||||
| 9Supply & fixing of mild steel Iron work in RCC work including all complete. S.I. No. 504 | |||||
| 10Disposal of exacavation earth work excess material & earth distance one km. | |||||
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