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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAccepted-AOC | ₹41.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹42.7 LRejected-Finance | ₹42.7 L | L2 | Rejected-Finance R |
| 3 | L3₹43.2 LRejected-Finance | ₹43.2 L | L3 | Rejected-Finance R |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹41.9 L
EMD Value
₹41,899
Closing Date
25 Mar 2026, 10:30 amClosed
EXECUTIVE ENGINEER WORKS ZILLA PARISHAD DHARASHIV
EXECUTIVE ENGINEER WORKS ZILLA PARISHAD DHARASHIV
Improvement to Kilaj Chikundra Murta Jalkot To Ashta Kasar ODR 93 Road Km 14/00 to 20/500 ( Actual Km 17/400 to 18/700 ) Tq. Tuljapur Dist Dharashiv
2026_OSMAN_1288705_1
recall/2025-26
Open Tender
Civil Works - Roads
180 days
Improvement to Kilaj Chikundra Murta Jalkot To Ash
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
₹41,899
25 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 | |||||
| 3Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken). | |||||
| 4Supplying soft murum at the road site, including conveying and stacking complete. | |||||
| 5Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | |||||
| 6Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . | |||||
| 7Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | |||||
| 8Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering 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) | |||||
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