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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
| 3 | Accepted-Technical | Accepted-Technical ok |
| 4 | Accepted-Technical | Accepted-Technical ok |
Tender Value
₹6.3 L
EMD Value
₹54,000
Closing Date
13 Apr 2026, 9:00 amClosed
EO and JE
sandila
17-npp sandila me wn17 me bhaskar ke plot se lokesh lekhpal se ved prakash ke makan tak cc sadak va nali nirman karya
2026_DOLBU_1129046_1
1342/NP/NV/RVA/2025-26
Open Tender
Civil Works
Percentage
60 days
nagar palika parishad sandila
Please refer Tender documents.
2 documents required · 2 mandatory
₹634
adhishashi adhikari nagar palika parishad
₹54,000
9 May 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
13 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 1Eearthwork in excauvation ilc all comp.AS S.I.NO-251. | |||||
| 2Plain 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) | |||||
| 3M-150 Class BIW in 1:4 cement with c- sand ilc all comp..AS PWD SOR 19/7/2022 S.I.NO-305a. | |||||
| 4 | Furnishing and placing reintforced cement concrement
5 in super structure as per drawing and Technical
Specifications.M20 (1:2:4).S.I.NO.(283) | 1 | CUM | - | - |
| 5Supplying fitting and placing HYSD bar reinforcement 6 in superstructure complete as per drawing and Technical Specifications clauses.S.I.NO.(504) | |||||
| 6Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructurelsuperstracutre .S.l.NO.584. | |||||
| 7Earthwork in filling in ordinary soil including cartage of earth 3km from site etc all completion of work and as per direction of Engineer in charge. | |||||
| 8Construction 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. | |||||
| 9Construcation 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 | |||||
| 10Providing and fixing of granite stone inugration bord with brick work padstel with plaster and putty and paint in all work comp. | |||||
stage.html
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tech_eval.pdf
cancelled_1.pdf
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details.html
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Tendernotice_1.pdf
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NIT1342.pdf
Tender Documents • 2.64 MB
BOQ_2106105.xls
BOQ • 0.26 MB
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