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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 LRejected-AOC | ₹2.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.4 LRejected-AOC | ₹2.4 L | L3 | Rejected-AOC L3 |
Tender Value
₹2.8 L
EMD Value
₹23,500
Closing Date
2 Apr 2026, 5:00 pmClosed
EO and JE
SANDILA
6-npp sandila me wno 5 me vibbhin sthano par nali marammat,cc marammat,nali cross puliya marammat,interlocking marammmat va khadanja marammat ka karya
2026_DOLBU_1124426_1
1298/NP/NV/RVA/2025-26
Open Tender
Civil Works
60 days
nagar palika parishad sandila
Please refer Tender documents.
2 documents required · 2 mandatory
₹277
adhishashi adhikari nagar palika parishad
₹23,500
11 Apr 2026
13 Mar 2026
4 Apr 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
Eearthwork in excauvation ilc all comp.AS S.I.NO-251.
Plain cement Concrement 1:6:12 nominal mix in |foundation with crushed aggregate 40 mm nominal size 3 mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.AS |S.I.NO.(273)
M-150 Class BIW in 1:4 cement with c- sand ilc all comp..AS PWD SOR 19/7/2022 S.I.NO-305a.
Furnishing and placing reintforced cement concrement 5 in super structure as per drawing and Technical Specifications.M20 (1:2:4).S.I.NO.(283)
Supplying fitting and placing HYSD bar reinforcement 6 in superstructure complete as per drawing and Technical Specifications clauses.S.I.NO.(504)
Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructurelsuperstracutre .S.l.NO.584.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in ৪ place method with rotavator at OMC, and compactina with smooth wheel roller to achieve the desired |density, complete as per Technical Specification Clause 401.
Construcation of un-reinforceed, dowel jointed at expanssion and construction joint only, plain cement |concrete payment, thickness as |desing over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (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 lorwork (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 continuous operation including provision of contraction and expansion, |constrution joint, applying deboning strips, primer, sealamt dwell bars, near approaches to bridge/culvert and construction joint, admixtures as approved, curing of
80mm thick cc interlocking tiles with 50 mm dry loose sand in all work comp.
GST 18% (Notice- SEE manual estimate)
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