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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.9 LRejected-AOC | ₹6.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹7.0 LRejected-AOC | ₹7.0 L | L3 | Rejected-AOC L3 |
Tender Value
₹6.8 L
EMD Value
₹6,825
Closing Date
28 Mar 2026, 6:00 pmClosed
PRASHASAK AND GRAMPANCHAYAT ADHIKARI TANDULWADI
GRAMPANCHAYAT TANDULWADI
Providing Materail For STBT to Tandulwadi to Bhoinje to Taluka boundary road VR-51 Ch.no.0/00 to 1/500 Tal-Madha Dist-Solapur
2026_SOLAP_1286321_2
02/2025-26
Open Tender
Civil Works
90 days
GRAMPANCHAYAT TANDULWADI
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
₹6,825
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
28 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 shurbs, Jungli shurb Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. SSR Pg No./It No. 145/21.33 | |||||
| 2Providing, 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) | |||||
| 3Providing 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 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.(VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 4Open 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) | |||||
| 5Providing 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) | |||||
| 6Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | |||||
| 7Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | |||||
| 8Providingf and fixing information sign board os size 1.20 x 0.90 M. prepared on 16 guage M.S. sheet with horizontal bracting of M.S. Angle Of size 35 x 35 x 6 mm including painting with one coat of zinc cromzte primer and two coats oil painting, including two number of M.S. angle iron post of size 50x50 x 6 mm of 2.70 m Long, including conveying, all taxes fixing in ground with cement concrete 1:4:8 block of 45 x45x 45 cm. size as directed by Engineer in charges eetc. complete. | |||||
| 9Test Of Aggregate-Water Absorbtion | |||||
| 10Test Of Aggregate-Sieve Analysis | |||||
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tech_eval.pdf
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BOQ_2217003.xls
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