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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical VIDYA NAGAR PARALI VAIJ | BEED | MAHARASHTRA | 431122 | Rejected-Technical Reject |
| 2 | Rejected-Technical RADHA NAGAR AMRAVATI | AMRAVATI | AMRAVATI | MAHARASHTRA | Rejected-Technical Reject |
| 3 | Rejected-Technical PARALI V | PARBHANI | MAHARASHTRA | 431401 | Rejected-Technical Reject |
| 4 | Rejected-Technical | Rejected-Technical Reject |
| 5 | Rejected-Technical | Rejected-Technical Reject |
Tender Value
Refer Docs
EMD Value
₹84,168
Closing Date
21 Aug 2026, 1:00 pmClosed
Co Muncipal Council
Co Muncipal Council PARALI(V)
PROPOSED CONSTRUCTION OF CC ROAD NANDAGAOL ROAD TO DUMPING GRAOUND FOR MC
2026_DMA_1328204_1
civil department (6) 2026-27 pmc parli vaijnath
Open Tender
Civil Works
Percentage
PARALI(V)
3 documents required · 3 mandatory
₹3,540
₹84,168
23 Sept 2026
14 Aug 2026
24 Aug 2026
15 Aug 2026
21 Aug 2026
15 Aug 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stocking directed. (Inculding 50% Utilisation of useable Excavated material) | - | cum | 260 | - |
| 2 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed | 1 | cum | 144.56 | ₹144.42 |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | - | cum | 202.8 | - |
| 4 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,, cement content not to be less than 150 kg/ cum, 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in- charge compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required | - | cum | 4,220.63 | - |
| 5 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make | 569.7 | cum | 8,511.7 | ₹48,49,115.49 |
| 6 | Royalty Charges | - | nos | 1,43,684 | - |
| 7 | Concrete cube | - | nos | 690 | - |
| 8 | Cement test | 1 | nos | 3,770 | ₹3,770 |
| 9 | Mix desig test cement based | 1 | nos | 16,270 | ₹16,270 |
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