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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.6 LAdmitted-Finance | ₹48.6 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Mr. SAMAD A. HAMID PIRZADE L1 |
|---|---|---|---|---|
| 1.00 | 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 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | 5,625 | Per One Square meter | 17.2 ₹96,750 |
| 2.00 | DENSE 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-40 bulk bitumen rates are considered to arrive at rates) | 225 | Per One Cubic Meter | 10,150 ₹22.8 L |
| 3.00 | BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading1,premixed with bituminous binder @ 5.20 percent by weight of total mix and filler,transported to site with VTS, laid over apreviously prepared surface,finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen, Excluding prime /tack coat. For Bitumen of specified grade--USING Batch mix type hot mix plant without SCADA, Sensor Paver,Vibratory roller with Stone Dust filler.Inciuding Tack coat Using VG10 @rate2.5kg /10 sqm .(VG-40 bulk bitumen rates are considered to arrive at rates) | 168.75 | Per One Cubic Meter | 11,095 ₹18.7 L |
| 4.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 84.38 | Per One Cubic Meter | 2,472 ₹2.1 L |
| 5.00 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Laying By Grader/Paver | 84.38 | Per One Cubic Meter | 2,478 ₹2.1 L |
| 6.00 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means | 5,625 | Per One Square meter | 33 ₹1.9 L |
Tender Value
₹49.1 L
EMD Value
₹49,100
Closing Date
17 Mar 2026, 5:30 pmClosed
Executive Engineer, National Highway Division, Sol
Executive Engineer, National Highway Division, Solapur
FDR Tuljapur Naldurge Akkalkot NH 652 Km 33.00 to 49.00 and Km 54.500 to 67.500
2026_MoRTH_902108_1
EE/NHD/SLP/574/2026 Dt 06.03.2026
Open Tender
Civil Works - Highways
180 days
Solapur
As per Tender Documents
8 documents required · 8 mandatory
₹5,000
GM MoRTH
₹49,100
Executive Engineer National Highway Division, Sola
24 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
13 Mar 2026
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 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)
DENSE 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-40 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading1,premixed with bituminous binder @ 5.20 percent by weight of total mix and filler,transported to site with VTS, laid over apreviously prepared surface,finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen, Excluding prime /tack coat. For Bitumen of specified grade--USING Batch mix type hot mix plant without SCADA, Sensor Paver,Vibratory roller with Stone Dust filler.Inciuding Tack coat Using VG10 @rate2.5kg /10 sqm .(VG-40 bulk bitumen rates are considered to arrive at rates)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material
Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Laying By Grader/Paver
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means
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