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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | A1₹5.7 LAccepted-Finance | ₹5.7 L | A1 | Accepted-Finance Accepted |
| 2 | A2₹5.7 LRejected-Finance | ₹5.7 L | A2 | Rejected-Finance Rejected |
Updated dates
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
18 Feb 2026, 12:00 pmClosed
Executive Officer
Nagar Palika Parishad Akbarpur Ambedkar Nagar
Ward No. 09 Shekhpura mein Kamlesh Tiwari ke makaan se Ram Tilak Verma ke bagh hote hue Bawan Jila Verma ke makaan tak CC road ka kaam.
2026_DOLBU_1108063_59
4126/etender/2025-26 Date-20-01-2026
Open Tender
Civil Works
45 days
Nagar Palika Parishad Akbarpur Ambedkar Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹670
Executive Officer
₹48,000
21 Mar 2026
21 Jan 2026
18 Feb 2026
21 Jan 2026
18 Feb 2026
21 Jan 2026
21 Jan 2026 - 18 Feb 2026
Nirman karya
M-150 Class brick work in 1:4 cement and Corase sand of 1.25 fm mortar in foundation and filling including supply of material labor and T&P etc. required for proper competition of the work. CHAPTER NO. 6 SCH P.W.D. 305B
12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582)
E/W filling with 5 km cartage including rameing & dressing of site as per direction of E/I.
Construction of granular sub-base by providing well graded materials, spreading in uniform layer 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.
Providing /laying (WBM grading 3rd) spreading and compacting stone aggreagated of 53-22.4mm size to water bound macadam specification including spreading in inform thickness hand packing rolling with smooth wheel rooler 80-100kn In stage to proper grade and camber applying the brooming stone screening to fill up the interstices of cease aggregate watering and compacting to the required density.(as per specification on attached analysis of rate by PWD) S.no. 4.7 clause 405 Chapter no.4
Construction of un-reinforced, dowel jointed,at expansion 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 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, 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 channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days including trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per direction of Engineer in charge to meet tenchincal specification.
Cleaning at site all complete work etc.
S/F of display board.
ADD GST 18%
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