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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical DOCUMENT CURRECTED |
| 2 | Accepted-Technical | Accepted-Technical DOCUMENT CURRECTED |
| 3 | Accepted-Technical | Accepted-Technical DOCUMENT CURRECTED |
Tender Value
Refer Docs
EMD Value
₹78,940
Closing Date
18 Apr 2026, 11:30 amClosed
OFFICE EO NAGAR PANCHAYAT PACHPEDWA DIST BALRAMPUR
OFFICE EO NAGAR PANCHAYAT PACHPEDWA DIST BALRAMPUR
NOTICE NO 889 LOT NO 02
2026_DOLBU_1131308_2
889/N.P.Pach./E-tender/2025-26 Dt. 24-03-2026
Open Tender
Civil Works
180 days
OFFICE EO NAGAR PANCHAYAT PACHPEDWA DIST BALRAMPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
OFFICE EO NAGAR PANCHAYAT PACHPEDWA DIST BALRAMPUR
₹78,940
7 May 2026
28 Mar 2026
18 Apr 2026
28 Mar 2026
18 Apr 2026
28 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 |
|---|---|---|---|---|---|
| 1Site Clearance | |||||
| 2Construction of gramular sub-base by providing close graded material, spreading in uniformlayers with motor grader on prepared surfnce, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | |||||
| 3Construction of dry lean cement conwrete Sub- base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 min, aggregate cement ratio noi to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction. concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | |||||
| 4Construction of un-reinforced, dowel jointed, plain cement concrets pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compoumd, finishing to lines and grades as per drawing | |||||
| 5Sign Board | |||||
| 6GST | |||||
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tech_eval.pdf
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Tendernotice_1.pdf
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BOQ_2110728.xls
BOQ • 0.28 MB
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