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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | -2.05% | ₹2.0 L | L1 | Admitted-Finance |
| 2 | L2₹2.0 LAdmitted-Finance | -1.31% | ₹2.0 L | L2 | Admitted-Finance |
| 3 | L3₹2.0 LAdmitted-Finance | -0.97% | ₹2.0 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Incomplete Document |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Incomplete Document |
Tender Value
₹2.0 L
EMD Value
₹20,102
Closing Date
16 Apr 2026, 12:00 pmClosed
EO NPP KANDHLA
OFFICE OF THE NPP KANDHLA
08- MOHALLA SHEKJAYDAN WARD 6 MAI NASEEM KE MAKAN SE IRFAN TURKI KE MAKAN TAK CC ROAD AVM NALI NIRMAN KARYA.
2026_DOLBU_1130657_8
144/NPKANDHLA/E-NIVIDA/2025-26 DT- 24.03.2026
Open Tender
Civil Works
30 days
KANDHLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹237
EO NPP KANDHLA
₹20,102
25 May 2026
26 Mar 2026
16 Apr 2026
26 Mar 2026
16 Apr 2026
26 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 |
|---|---|---|---|---|---|
| 1Dismentling of old interlocking tile. | |||||
| 2Disposal of malba from the site upto 5 km cartage. | |||||
| 31:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm inal size derived from natural sources). S.I.NO. 4.1.8. | |||||
| 4Plain / reinforced cement concrete (R.C.C.grade M - 25) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807,1202 and 1204 i/c all cess, labour cess, levy, toll fee, royalty, Contractor profit but excluding GST. | |||||
| 5Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 i/c all taxes, labour cess, levy, toll fee, royalty, Contractor profit but excluding GST. | |||||
| 6Providing, laying spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam 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 to fill-up the interstices of coarse aggregat, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 i/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. | |||||
| 7Construction of Un-reinforced dowel jointed at expension and construction joint only 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 M20 (Grade), coarse and fine aggregates conforming to IS-383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channe, laying and fixing of 125 micron thick polythene film, wedgs, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finishedin continuous operation including provisionof contraction and expansion, construction joints, applying debonding strips, primer, sealent, dowel bars, near approches to bridge/culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compund (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | |||||
stage.html
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tech_eval.pdf
fin_bid_open.pdf
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details.html
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BOQ_2109403.xls
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