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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC | ₹11.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.6 LRejected-AOC | ₹12.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BIJEESH N C L1 | ATHULKRISHNA L2 |
|---|---|---|---|---|---|
| 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 | 270.27 | cum | 46.44 ₹12,551.34 | 49.53 ₹13,386.47 |
| 1.00 | OD229922/2024-2025: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. | 135.13 | cum | 2,693.56 ₹3.6 L | 2,872.56 ₹3.9 L |
| 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 | 67.57 | cum | 3,464.83 ₹2.3 L | 3,695.07 ₹2.5 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. | 67.57 | cum | 3,410.51 ₹2.3 L | 3,637.14 ₹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. | 450.45 | sqm | 58.92 ₹26,540.51 | 62.83 ₹28,301.77 |
| 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. | 1,119.95 | sqm | 11.46 ₹12,834.63 | 12.22 ₹13,685.79 |
| 1.01 | OD229921/2024-2025: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 | 1,119.95 | 1 sqm | 269.21 ₹3.0 L | 287.1 ₹3.2 L |
Tender Value
₹12.7 L
EMD Value
₹31,671
Closing Date
25 Oct 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR
DEPOSIT Restoration work 2024 25 KWA JJM Kodannur Nedupuzha westfort road from ch 1 300 1 773 RHS General Civil Work 1
2025_PWD_797386_2
PWD/RB/8421/2025-26
Open Tender
Civil Works - Roads
90 days
Kodannur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,671
Yes
4 Mar 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 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
OD229922/2024-2025: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.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.
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.
OD229921/2024-2025: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
ATHULKRISHNA (BID ID -2409220)
Bidder Name
BIJEESH N C
ATHULKRISHNA
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