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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.8 LAccepted-AOC | ₹33.8 L | L-1 | Accepted-AOC Accepted |
| 2 | L-2₹34.2 LRejected-AOC | ₹34.2 L | L-2 | Rejected-AOC Rejected |
| 3 | L-3₹37.0 LRejected-AOC KARAKAMB TAL PANDHARPUR DIST SOLAPUR | PANDHARPUR | SOLAPUR | MAHARASHTRA | ₹37.0 L | L-3 | Rejected-AOC Rejected |
| 4 | L-4₹38.2 LRejected-AOC UNKNOWN | ₹38.2 L | L-4 | Rejected-AOC Rejected |
Tender Value
₹40.3 L
EMD Value
₹40,300
Closing Date
17 Apr 2026, 11:00 amClosed
Executive Engineer MIDC Sangli Division
Executive Engineer MIDC Division Sangli Udyog Bhavan Vishrambag Sangli 416415
TEMBHURNI(MADHA)(G.C) INDUSTRUAL AREA.M and R to Roads at Tembhurni Industrial Area. Providing repairs and resurfacing of road in B block
2026_MIDC_1291915_1
15/2026
Open Tender
Civil Works
Percentage
120 days
Tembhurni Indl Area
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,030
₹40,300
25 Jun 2026
2 Apr 2026
20 Apr 2026
2 Apr 2026
17 Apr 2026
8 Apr 2026
2 Apr 2026 - 8 Apr 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 |
|---|---|---|---|---|---|
| 1Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 grade @ 2 kg / sqm , spreading 12mm.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 applying tack coat of VG 10 grade bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. ( For Repair works only) | |||||
| 2DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 3Providing 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 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 4BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 5Royalty Charges | |||||
| 5.01 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.) SSR 2022-23 I/P 3/0 | - | m3 | - | - |
| 6Laboratory testing charges for various materials required for items of work, on the basis of testing Job frequency and charges fixed by Vigilence and Quality Control Circle, Pune | |||||
| 6.01 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70) | - | Test | - | - |
| 6.02 | Viscosity Test for Asphalt VG-30 (Grade 60/70) | - | Test | - | - |
| 6.03 | Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70) | - | Test | - | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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TenderDocument.pdf
Tender Documents • 0.43 MB
ProposedRoadDwg.pdf
Additional Documents • 0.71 MB
BOQ_2220529.xls
BOQ • 0.36 MB
ItemSpecification.pdf
Other Document • 0.02 MB
TembhurniExten.pdf
PDF • 0.82 MB
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