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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.8 LAdmitted-Finance 211 158 NAYA PURA KARELI PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | -0.24% | ₹15.8 L | L1 | Admitted-Finance |
| 2 | L2₹15.8 LAdmitted-Finance | -0.15% | ₹15.8 L | L2 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹30,700
Closing Date
16 Dec 2025, 3:00 pmClosed
EE RED Pratapgarh
EE RED Pratapgarh
Pakki Sadak se Kasturba Gandhi Sarayjanmati tk Interlocking Block Lalganj
2025_REDUP_1097755_1
43/Etender/25-26 dt 10.11.2025
Open Tender
Civil Works
90 days
Pratapgarh
As per NIT
2 documents required · 2 mandatory
₹950
₹30,700
Yes
9 Feb 2026
9 Dec 2025
16 Dec 2025
9 Dec 2025
16 Dec 2025
9 Dec 2025
18 % GST Extra
Earth work in excavation in foundation in ordinary soil inclunding with all complete. as per S.I. No. 251
Cement concrete in 1:6:12 mortar cement, sand with 40mm gauge brick ballast i/c all complete. For wall as per S.I. No. 273
Brick work in 1:4 cement & Coarse sand mortar including all complete. S.I. No. 305 (A)
Construction 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 402(i).
Providing, laying, spreading and compcting stone aggregates of 53-22.4mm size to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required denisity Grading 3 as per Technical Clause 405 (3) A
Providing & Laying of Rubber Moulded Zig-Zag 80mm thick Iterlocking Tiles of precast compressed C.C. Passing minimum 30mpa compressive strength-ISI marked (M-30). As per technical specification clause-1504
Cement concrete in 1:2:4 cement, C-sand & 20mm gauge stone grit i/c all complete as the top of wall. S.I. No. 279(a)
E/W in Cutting or filling in embankment in ordinary soil i/c all ramming dressing,etc required for proper complition of work.with One km cartage Extra.SI No. 253
As per order of Joint Secretary G.O. No. G-1877 Dated 21-02-2025 and Director cum Chief Engineer UP RED Lucknow Letter No. 801 Dated 03-03-2025 Deduction 5% for Comptetive Price efficiency.
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