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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | ₹10.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹10.6 LRejected-AOC | ₹10.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M Chandrasekharan Unnithan L1 | K J BIJU L2 |
|---|---|---|---|---|---|
| 1.00Maintenance of Canal Inspection Road from Malanada Junction to Asankalingu junction Reach 1 | |||||
| 1.00 | OD13670/2024-2025:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 367 | sqm | 18 ₹6,606 | 16 ₹5,872 |
| 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. | 166.15 | cum | 3,655 ₹6.1 L | 3,655.42 ₹6.1 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. | 1,107.25 | sqm | 63 ₹69,756.75 | 63.15 ₹69,922.84 |
| 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. | 1,107.25 | sqm | 12 ₹13,287 | 12.28 ₹13,597.03 |
| 1.00 | 5.7.1: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 viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. | 1,108.5 | sqm | 219 ₹2.4 L | 219.89 ₹2.4 L |
| 1.01 | 5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm | 1,107.25 | sqm | 85 ₹94,116.25 | 85.88 ₹95,090.63 |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 362 | sqm | 61 ₹22,082 | 61 ₹22,082 |
Tender Value
₹10.6 L
EMD Value
₹26,476
Closing Date
16 Oct 2025, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer KIP RB Sub Division No 26 Karunagappally
DEPOSIT KIP RBMC Canal Road Maintenance from Malanada Canal Junction Asankalingu Junction Road Reach 1 General Civil Work
2025_Irrig_769081_6
IRR/PII/TR/5602/2024_5_3_2/1
Open Tender
Civil Works - Roads
300 days
Malanada
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,476
Yes
17 Dec 2025
7 Oct 2025
17 Oct 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
Amount
Maintenance of Canal Inspection Road from Malanada Junction to Asankalingu junction Reach 1
OD13670/2024-2025:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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.
5.7.1: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 viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
K J BIJU (BID ID -2393263)
Bidder Name
K J BIJU
M Chandrasekharan Unnithan
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