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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC | ₹5.5 Cr | L1 | Accepted-AOC Agreement executed |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Dis qualified in preq evaluation |
| Sl No | Description | Qty | Unit | KURINJIYIL BUILDERS L1 |
|---|---|---|---|---|
| 1.00Appendix -A -Road Surfacing work. | ||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.88 | Hectare | 50,000 ₹44,100 Lowest |
| 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 | 675 | cum | 100 ₹67,500 Lowest |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | 6,973 | sqm | 20 ₹1,39,460 Lowest |
| 1.00 | 4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method | 1,776 | cum | 3,500 ₹62,16,000 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. | 1,776 | cum | 3,500 ₹62,16,000 Lowest |
| 1.01 | 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. | 11,632 | sqm | 70 ₹8,14,240 Lowest |
| 1.01 | 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. | 37,696 | sqm | 25 ₹9,42,400 Lowest |
| 1.01 | OD2876/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 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. | 1,612.93 | cum | 13,300 ₹2,14,51,942.4 Lowest |
| 1.01 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 1,889.34 | sqm | 500 ₹9,44,670 Lowest |
Tender Value
₹5.1 Cr
EMD Value
₹2 L
Closing Date
27 Feb 2026, 4:00 pmClosed
SE Roads Central Circle Aluva
SE Roads Central Circle Aluva
Estimate is to renovate the road surface by providing 40 mm close grade tarring along with provisions for side and berm protection works. Provision for culverts, chapaths, crash barrier and DR walls are also included in the estimate.
2026_PWD_828325_2
PWD/RB/TR/6304/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
210 days
Idukki peerumed
Please refer Tender documents.
14 documents required · 14 mandatory
₹13,010
Yes
₹2 L
Yes
4 Aug 2026
16 Feb 2026
2 Mar 2026
16 Feb 2026
27 Feb 2026
16 Feb 2026
16 Feb 2026 - 27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix -A -Road Surfacing work. | |||||
| 1.001 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | - | Hectare | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | - | sqm | - | - |
| 1.004 | 4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD2876/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 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. | 0.2 | cum | - | - |
| 1.009 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 1 | sqm | - | - |
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