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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹56,239Accepted-AOC | ₹56,239 Quoted ₹56,238.68 | l1 | Accepted-AOC l1 |
| 2 | L2₹59,059.09Rejected-AOC | ₹59,059.09 | L2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | ABDURAHIMAN KC L2 | SHYJU K L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material | 61.93 | sqm | 511.9 ₹31,701.97 | 487.5 ₹30,190.88 |
| 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. | 57 | sqm | 62 ₹3,534 | 59 ₹3,363 |
| 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. | 102 | sqm | 11.8 ₹1,203.60 | 11.2 ₹1,142.40 |
| 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. | 102 | sqm | 214.2 ₹21,848.40 | 204 ₹20,808 |
| 1.00 | 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. | 13.6 | sqm | 56.7 ₹771.12 | 54 ₹734.40 |
Tender Value
₹56,256
EMD Value
₹1,406
Closing Date
28 Jan 2026, 6:00 pmClosed
Assistant Executive Engineer KYIP O and M Sub Divi
Assistant Executive Engineer KYIP O and M Sub Divi
DEPOSIT-DEPOSIT 2024-25 Thalodithazham-Mundiadimoola road Re tarring(Canal Inspection road b/w Ch 1/700Km to Ch 1/770Km of Cheekkilode Dty)-General Civil Work
2025_Irrig_779902_5
IRR/PI/TR/7279/2024_5_6_5/1
Open Tender
Civil Works - Others
180 days
nanmanda
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹1,406
Yes
26 Feb 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
Road work
10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
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.
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.
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