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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC | L1 | Accepted-AOC Work awarded to L1 | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid |
| Sl No | Description | Qty | Unit | MUHSIN MOHAMED L1 |
|---|---|---|---|---|
| 1.00Road works | ||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 405 | cum | 44.82 ₹18,152.1 Lowest |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 405 | cum | 60 ₹24,300 Lowest |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 202.5 | cum | 3,030 ₹6,13,575 Lowest |
| 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. | 202.5 | cum | 3,200 ₹6,48,000 Lowest |
| 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. | 1,350 | sqm | 60 ₹81,000 Lowest |
| 1.01 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 3.36 | cum | 2,500 ₹8,400 Lowest |
| 1.01 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 3.36 | cum | 5,500 ₹18,480 Lowest |
| 1.01 | 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. | 3,000 | sqm | 12 ₹36,000 Lowest |
| 1.01 | OD186025/2024-2025:Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen to required line, grade and levelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of80-100 KN static roller and finishing l to required level and grades as per technical specification clause 509 of MORD. | 3,000 | per sqm | 280 ₹8,40,000 Lowest |
Tender Value
₹25.7 L
EMD Value
₹50,000
Closing Date
18 Sept 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR
DEPOSIT-JJM- Deposit work 2025-26-Urgent restoration work to East tippu Sulthan Road ch 13/150 to 13/900 due to pipe laying of KWA (RHS)- General Civil Work
2025_PWD_782448_2
PWD/RB/6158/2025-2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Thrissur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
16 Jul 2026
11 Sept 2025
20 Sept 2025
11 Sept 2025
18 Sept 2025
11 Sept 2025
Amount
Road works
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
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.
OD186025/2024-2025:Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen to required line, grade and levelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of80-100 KN static roller and finishing l to required level and grades as per technical specification clause 509 of MORD.
OD186002/2024-2025:Engaging Coolie For Petty works
Bidder Name
MUHSIN MOHAMED
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