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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.3 LAdmitted-Finance | -0.50% | ₹24.3 L | L1 | Admitted-Finance |
| 2 | L2₹25.1 LAdmitted-Finance 21 A 21 B SWAMI VIVEKANAND NAGAR SAIFUL VIJAPUR ROAD SOLAPUR DIST SOLAPUR 413004 | SOLAPUR | MAHARASHTRA | 413004 | +3.00% | ₹25.1 L | L2 | Admitted-Finance |
| 3 | L3₹25.6 LAdmitted-Finance | +5.00% | ₹25.6 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹24.4 L
EMD Value
₹24,500
Closing Date
30 Mar 2026, 6:00 pmClosed
Add.Ceo
EE1
as above
2026_SOLAP_1289568_1
Improvement to Aourad to S.H.13 road V.R.203, Ch.0/00 to 1/800, Tal South Solapur, Dist.Solapur
Open Tender
Civil Works
180 days
solapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹24,500
7 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Labour charges for removing grass, thorney shrubs, Jungli shrub,Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. SSR Item No. 21.33 | |||||
| 2Excavation 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.SSR item No. 2.18 | |||||
| 3Picking the road surface including sectioning etc. complete (WBM surface.) SSR Item No..2.32 Sp.No. As directed by Engr.in charge | |||||
| 4Providing earth work in embankment with approved materials obtained from other sources upto lead 50 m including all lift s layng in layers of 20 cm to 30 cm thickness breaking clods ,dressing to the required lines curves, grade,section,watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc.complete ( material obtained from other sources ) SSR Item No..2.28 Sp.No. MORTH 305 | |||||
| 5Providing, 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 B (11.2) mm Aggregate) SSR Item No. 3.19 | |||||
| 6Providing, 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) SSR Item No. 3.20 | |||||
| 7Providing 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 Kg/sqm, 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) SSR Item No.3.35 a | |||||
| 8Open 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) .4.12 | |||||
| 9Providing 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 KgSqm. 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)SSR Item No. 4.01 | |||||
| 10Supplying hard murum/kankar at the quarry site including conveying & stacking complete.S.S.R.Item No. 2.29a, MORTH 408 | |||||
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