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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.4 LAccepted-AOC | ₹33.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹34.0 LRejected-Finance | ₹34.0 L | L2 | Rejected-Finance R |
| 3 | L3₹34.9 LRejected-Finance | ₹34.9 L | L3 | Rejected-Finance R |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹33.4 L
EMD Value
₹33,402
Closing Date
25 Mar 2026, 10:30 amClosed
EXECUTIVE ENGINEER WORKS ZILLA PARISHAD DHARASHIV
EXECUTIVE ENGINEER WORKS ZILLA PARISHAD DHARASHIV
Improvement to Belwadi to Shivkarwadi VR 110 Road Km 0/00 to 7/00 ( Actual Km 5/890 to 7/00 ) Tq. Tuljapur Dist Dharashiv
2026_OSMAN_1288705_3
recall/2025-26
Open Tender
Civil Works - Roads
180 days
Improvement to Belwadi to Shivkarwadi VR 110 Road
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
₹33,402
22 May 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
25 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | |||||
| 2Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete | |||||
| 3Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges | |||||
| 4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | |||||
| 5Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | |||||
| 7Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | |||||
| 9Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | |||||
| 10Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 Kilogram/Square Metre, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 11Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 Kilogram/10 Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 12Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
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