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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | ₹11.5 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | MUHAMMED BINSHAD L1 |
|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||
| 1.00 | OD192025/2024-2025:Dismantling of flexible pavements and sectioning the dismantled material and rerolling | 441.15 | sqm | 5 ₹2,205.75 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 64.6 | cum | 3,594.72 ₹2.3 L |
| 1.00 | 4.12: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. | 68 | cum | 3,655 ₹2.5 L |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 544 | sqm | 63 ₹34,272 |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 544 | sqm | 12.28 ₹6,680.32 |
| 1.01 | OD80396/2025-2026:Close graded premix surfacing /mixed seal surfacing. Providing laying and rolling of close
graded premix surfacing material of 40mm thickness composed of 25mm to 10mm and 11.2 to 0.09mm aggregate using penetration grade bitumen using VG-30 the required line,grade and level to serve as wearing course on a previously prepared base including mixing suitable plant. Laying and rolling a smooth wheeled roller 80-100KN capacity and finished to required level and grade | 544 | sqm | 557.92 ₹3.0 L |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 17.67 | cum | 7,300 ₹1.3 L |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 6.24 | cum | 8,775 ₹54,756 |
| 1.01 | OD79205/2025-2026:Engaging man mazdoor wherever required | 5 | each | 1,127 ₹5,635 |
Tender Value
Refer Docs
EMD Value
₹28,814
Closing Date
27 Sept 2025, 2:00 pmClosed
ASSSITANT EXECUTIVE ENGINEER
PWD ROADS SUB DIVISION MAVELIKARA
MSS-40mm surfacing is proposed for the improvement of the carriageway. Since there is an open drain in the road stretch, it is proposed to provide covering slabs for a length of 60m
2025_PWD_791971_2
PWD/RB/TR/21762/2024
Open Tender
Civil Works - Roads
90 days
MAVELIKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹28,814
Yes
3 Jan 2026
20 Sept 2025
29 Sept 2025
20 Sept 2025
27 Sept 2025
20 Sept 2025
Amount
DETAILED ESTIMATE
OD192025/2024-2025:Dismantling of flexible pavements and sectioning the dismantled material and rerolling
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12: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.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD80396/2025-2026:Close graded premix surfacing /mixed seal surfacing. Providing laying and rolling of close graded premix surfacing material of 40mm thickness composed of 25mm to 10mm and 11.2 to 0.09mm aggregate using penetration grade bitumen using VG-30 the required line,grade and level to serve as wearing course on a previously prepared base including mixing suitable plant. Laying and rolling a smooth wheeled roller 80-100KN capacity and finished to required level and grade
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
OD79205/2025-2026:Engaging man mazdoor wherever required
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD80403/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc, complete
Bidder Name
MUHAMMED BINSHAD
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