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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | HAREESH KUMAR V K L1 |
|---|---|---|---|---|
| 1.00Taring | ||||
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 40.9 | cum | 67.87 ₹2,775.88 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 | 40.9 | cum | 3,311.46 ₹1,35,438.71 Lowest |
| 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. | 61.35 | cum | 3,371.44 ₹2,06,837.84 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. | 409 | sqm | 63.73 ₹26,065.57 Lowest |
| 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. | 409 | sqm | 12.31 ₹5,034.79 Lowest |
| 1.01 | 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. | 409 | sqm | 211.2 ₹86,380.8 Lowest |
| 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. | 162 | sqm | 57.5 ₹9,315 Lowest |
| 2.00guard stone , Name board | ||||
| 2.00 | 2.31: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 | 150 | sqm | 16.7 ₹2,505 Lowest |
Tender Value
₹5.3 L
EMD Value
₹13,261
Closing Date
15 May 2026, 6:55 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer KyIP Canal Subdivision Vadakara
DEPOSIT-Deposit work 2025-26-KyIP 2025-26 Construction of canal bund road between ch 8/300 km and 7/700 km (Kuyippayil -Puliyoth canal bund road ) Phase-3 in Moodadi grama panchayath (Panthalayani block)-General Civil Work
2026_Irrig_846464_2
IRR/PI/TR/6768/2025_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
180 days
muchukunnu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,170
Yes
₹13,261
Yes
25 Jul 2026
8 May 2026
18 May 2026
8 May 2026
15 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Taring | |||||
| 1.001 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 1 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 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. | - | sqm | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 2guard stone , Name board | |||||
| 2.001 | 2.31: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 | - | sqm | - | - |
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