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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance | -0.01% | ₹9.8 L | L1 | Admitted-Finance |
| 2 | L2₹9.9 LAdmitted-Finance | +1.00% | ₹9.9 L | L2 | Admitted-Finance |
| 3 | L3₹10.0 LAdmitted-Finance | +2.00% | ₹10.0 L | L3 | Admitted-Finance |
Tender Value
₹9.8 L
EMD Value
₹10,000
Closing Date
1 Apr 2026, 6:55 pmClosed
Add.Ceo
EE1
Improvement to Sakharewadi to Maslechoudhari V.R.111 Ch.0/000 to 2/000 (From Masalechoudhari) Tal-North Solapur
2026_SOLAP_1290394_1
Improvement to Sakharewadi to Maslechoudhari V.R.111 Ch.0/000 to 2/000 (From Masalechoudhari) Tal-N
Open Tender
Civil Works
180 days
solapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹10,000
22 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
1 Apr 2026
25 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 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. MORTH 301 | |||||
| 2Providing earth work in embankment with approved material obtained from department all and upto lead of 50m.including all lifts,laying in layers of 20cm.to30cm.thickness breaking clods,dressing to there quiredlines,curves,grades§ion,watering and compaction with vibratory roller to achieve not less than 97% of standard proctor densityetc. complete ( Material obtained from departmental Land) SSR 2022-23 P NO 2.27 | |||||
| 3Providing, 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | |||||
| 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | |||||
| 5Providing and constructing 75 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 VG-30 grade @ 1.75 kg/sqm, 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.SSR P.No.30/3.37 | |||||
| 6Open 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 VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller SSR 21-22 /PNO/INO 36/4.08 | |||||
| 7Providing 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 4.01 MORTH 513 | |||||
| 8Supplying hard murum/ kankar at the road site, including conveying and stacking complete. SSR 2021-22 P.No. 23 / 2.29 | |||||
| 9Spreading hard murum for side width complete Spec. No.: MORTH 408 SSR 2021-22 P.No. 23 / 2.30 | |||||
| 10Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.SSR 2022-23 P.No. 2 / 2.31 | |||||
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