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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | lL1₹10.1 LAccepted-Finance | lL1 | Accepted-Finance L1 |
Tender Value
₹10.2 L
EMD Value
₹25,408
Closing Date
23 Jul 2025, 11:00 amClosed
Assistant Executive Engineer
KIPRB Sub division No26 Karunagappally
DEPOSIT KIP RBMC Canal Road Maintenanace from Para Junction to Nooranad Market Juncion Canal Road Reach 1 General Civil Work
2025_Irrig_768867_3
IRR/PII/TR/5602/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
300 days
Nooranadu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,408
Yes
28 Jul 2025
15 Jul 2025
25 Jul 2025
15 Jul 2025
23 Jul 2025
15 Jul 2025
Amount
Maintenance of Canal Inspection Road from Para Junction to Nediyath junction
OD13661/2024-2025: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.
Bidder Name
M Chandrasekharan Unnithan
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