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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | ₹12.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.2 LRejected-AOC | ₹14.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MAJO K J L1 | JEEN JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00Road Restoration | |||||
| 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 | 300 | cum | 49.67 ₹14,901 Lowest | 54.76 ₹16,428 |
| 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 | 150 | cum | 3,587.53 ₹5,38,129.5 Lowest | 3,954.19 ₹5,93,128.5 |
| 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. | 150 | cum | 3,648.11 ₹5,47,216.5 Lowest | 4,020.96 ₹6,03,144 |
| 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. | 500 | sqm | 66.32 ₹33,160 Lowest | 73 ₹36,500 |
| 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. | 500 | sqm | 12.61 ₹6,305 Lowest | 13.9 ₹6,950 |
| 1.01 | OD27989/2026-2027:Providing laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.90 mm (Type -A ) aggregates using penetration grade bitumen to required line, grade amd level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as perTechnical Specification Clause 509 of MORD | 500 | sqm | 291.55 ₹1,45,775 Lowest | 321.34 ₹1,60,670 |
Tender Value
Refer Docs
EMD Value
₹32,202
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive Engineer, KWA, P H Division,Thrissur
KWA, P H. Division,Thrissur
DEPOSIT_Nagara Sanchayam_Thonikkadavu _Package 3_ Kolazhy Grama Panchayath_ Restoration Work_General Civil Work
2026_KWA_855415_1
01/EE/PHD/TSR/2026-27
Open Tender
Civil Works - Others
Item Rate
90 days
Kolazhy
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹32,202
21 Jul 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
11 Jun 2026 - 19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Restoration | |||||
| 1.001 | 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 | - | 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 | - | 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 | OD27989/2026-2027:Providing laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.90 mm (Type -A ) aggregates using penetration grade bitumen to required line, grade amd level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as perTechnical Specification Clause 509 of MORD | - | sqm | - | - |
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