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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-AOC SIDDHESHWAR INFRASTRUCTURE DHARASHIV PROP SIDDHESHWAR INFRASTRUCTURE DHARASHIV DHARASHIV | DHARASHIV | DHARASHIV | MAHARASHTRA | ₹36.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹37.5 LRejected-Finance | ₹37.5 L | L2 | Rejected-Finance Reject |
| 3 | L3₹37.9 LRejected-Finance | ₹37.9 L | L3 | Rejected-Finance Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹36.9 L
EMD Value
₹36,862
Closing Date
13 Mar 2026, 6:30 pmClosed
EXECUTIVE ENGINEER WORKS ZILLA PARISHAD DHARASHIV
EXECUTIVE ENGINEER WORKS ZILLA PARISHAD DHARASHIV
Improvement to NH 211 To Gaddevdhari Khatalwadi Jahagirdarwadi to Railway Station ODR 55 Road Km 8/500 to 10/00 ( Actual Km 8/500 to 9/070 ) Tq. Dist Dharashiv
2026_OSMAN_1284044_1
21/2025-26
Open Tender
Civil Works - Roads
100 days
Improvement to NH 211 To Gaddevdhari Khatalwadi Ja
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
₹36,862
18 May 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
Excavation 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.
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum 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.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Providing, 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 I (Using Screening Type A (13.2) mm Aggregate)
Providing, 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)
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mm.size chips compacting with three wheel 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)
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates)
Open 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)
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KilogramSquare Metre. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Sieve Analysis For Metal
BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity. Impact Value Crushing Value.
BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity .
Royalty Charges For Supply of Soil 40mm/80mm Metal (Hand Broken)
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