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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC lowest |
| 2 | L2₹2.3 Cr+₹2.5 L (1.09%)Rejected-Finance | ₹2.3 Cr+₹2.5 L (1.09%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.3 Cr+₹4.5 L (1.95%)Rejected-Finance | ₹2.3 Cr+₹4.5 L (1.95%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | I SAFARUDEEN L2 | K.S Ansar L3 | George K Thomas L1 |
|---|---|---|---|---|---|---|
| 1.00APPENDIX A ROAD WORK | ||||||
| 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 | 519 | cum | 65 ₹33,735 | 65 ₹33,735 | 53 ₹27,507 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 | 10,050 | sqm | 8 ₹80,400 | 8 ₹80,400 | 6.7 ₹67,335 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 | 502.5 | cum | 4,000 ₹20,10,000 | 4,050 ₹20,35,125 | 3,950 ₹19,84,875 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. | 2,010 | cum | 4,050 ₹81,40,500 | 4,100 ₹82,41,000 | 4,020 ₹80,80,200 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. | 13,400 | sqm | 69 ₹9,24,600 | 69 ₹9,24,600 | 63.8 ₹8,54,920 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. | 13,400 | sqm | 15 ₹2,01,000 | 18 ₹2,41,200 | 12.37 ₹1,65,758 Lowest |
| 1.01 | OD171059/2025-2026: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 mechanically using a paver Finisher | 536 | cum | 11,600 ₹62,17,600 Lowest | 11,785 ₹63,16,760 | 11,820 ₹63,35,520 |
| 1.01 | OD171061/2025-2026:Dry rubble masonry work for foundation and super structure for retaining wall | 157.3 | cum | 4,000 ₹6,29,200 Lowest | 4,100 ₹6,44,930 | 4,175 ₹6,56,727.5 |
| 2.00APPENDIX B DRAIN WORK & BERM PROTECTION WORK | ||||||
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
20 Feb 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL Budget Work 2022 23 Substitution Improvements by providing 40 mm chipping carpet to Odanavattom vappala road Ch 0.000 to 3.350 General Civil Work 1
2026_PWD_835151_1
PWD/RB/TR/4947/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
23 Jul 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A ROAD WORK | |||||
| 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 | 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 | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD171059/2025-2026: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 mechanically using a paver Finisher | - | cum | - | - |
| 1.008 | OD171061/2025-2026:Dry rubble masonry work for foundation and super structure for retaining wall | - | cum | - | - |
| 2APPENDIX B DRAIN WORK & BERM PROTECTION WORK | |||||
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