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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-AOC | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹24.3 L+₹83,008.63 (3.53%)Rejected-AOC | L2 | Rejected-AOC Lowest 2 |
| Sl No | Description | Qty | Unit | BIJEESH N C L2 | ATHULKRISHNA L1 |
|---|---|---|---|---|---|
| 1.00Restoration work | |||||
| 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 | 760.6 | cum | 45.35 ₹34,493.21 | 44.18 ₹33,603.31 Lowest |
| 1.00 | OD260480/2024-2025:Supply and filling with granular material in Pipeline trenches to achieve adequate bearing strength, in the line and level, compacted with a plate vibrator etc completed. (Similar to item No 13.9.A)-Granular Material. | 464.7 | cum | 2,400 ₹11,15,280 | 2,285.91 ₹10,62,262.38 Lowest |
| 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 | 147.75 | cum | 2,945.58 ₹4,35,209.45 Lowest | 2,977.2 ₹4,39,881.3 |
| 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. | 147.75 | cum | 3,027.44 ₹4,47,304.26 | 2,949.65 ₹4,35,810.79 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. | 985 | sqm | 59.25 ₹58,361.25 | 57.73 ₹56,864.05 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. | 1,369.96 | sqm | 10.66 ₹14,603.77 Lowest | 12.59 ₹17,247.8 |
| 1.01 | OD161227/2024-2025:Providing laying and rolling close graded premix sufacing material of 20mm thickness composed of 11.2mm to 0.9mm to required line, level to serve as wearing course on previously prepared base including mixing ina suitable plant laying and rolling with a three wheel 8-10kn static roller and finishingto required level and grades as per tech spac cl 509 of morth | 1,369.96 | 1 sqm | 240 ₹3,28,790.4 | 222.9 ₹3,05,364.08 Lowest |
Tender Value
₹25.8 L
EMD Value
₹50,000
Closing Date
22 May 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR
DEPOSIT KWA JJM Restoration work 2024 25 Sasthamkkadavu Kodannur Chakyarkadavu Road from ch 1 075 to ch 2 853 RHS Civil works General Civil Work
2025_PWD_758294_2
PWD/RB/178/2025-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Thrissur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
11 Sept 2025
14 May 2025
24 May 2025
14 May 2025
22 May 2025
14 May 2025
Amount
Restoration work
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
OD260480/2024-2025:Supply and filling with granular material in Pipeline trenches to achieve adequate bearing strength, in the line and level, compacted with a plate vibrator etc completed. (Similar to item No 13.9.A)-Granular Material.
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.
OD161227/2024-2025:Providing laying and rolling close graded premix sufacing material of 20mm thickness composed of 11.2mm to 0.9mm to required line, level to serve as wearing course on previously prepared base including mixing ina suitable plant laying and rolling with a three wheel 8-10kn static roller and finishingto required level and grades as per tech spac cl 509 of morth
BIJEESH N C (BID ID -2212631)
Bidder Name
BIJEESH N C
ATHULKRISHNA
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