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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹2.4 Cr+₹1.3 L (0.56%)Rejected-Finance | ₹2.4 Cr+₹1.3 L (0.56%) | L2 | Rejected-Finance high |
| Sl No | Description | Qty | Unit | REJI ABRAHAM L2 | ANIL KUMAR V L L1 |
|---|---|---|---|---|---|
| 1.00Resurfacing of Carriage Way | |||||
| 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 | 1,260 | cum | 54.41 ₹68,556.6 | 54.11 ₹68,178.6 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 15 | cum | 2,892.2 ₹43,383 | 2,876.06 ₹43,140.9 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 15 | cum | 2,796.68 ₹41,950.2 | 2,781.07 ₹41,716.05 Lowest |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 15 | cum | 6,078.42 ₹91,176.3 | 6,044.5 ₹90,667.5 Lowest |
| 1.00 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 15 | cum | 13,700.25 ₹2,05,503.75 | 13,623.79 ₹2,04,356.85 Lowest |
| 1.01 | 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 | 975 | cum | 4,042.76 ₹39,41,691 | 4,020.19 ₹39,19,685.25 Lowest |
| 1.01 | 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. | 1,068.15 | cum | 3,995.37 ₹42,67,654.47 | 3,973.08 ₹42,43,845.4 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. | 8,800 | sqm | 69.73 ₹6,13,624 | 69.34 ₹6,10,192 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. | 17,100 | sqm | 13.52 ₹2,31,192 | 13.44 ₹2,29,824 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹1 L
Closing Date
13 Feb 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL Sabarimala Festival 2025 26 Improvements to MC Road Mercy Hospital Ambalakkara Road including Perumpa Mulliyil Road Payingayil Malavila Road By providing 40mm Chipping Carpet-General Civil Work 1
2026_PWD_832410_1
PWD/RB/TR/14932/2025_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
31 Jan 2026
16 Feb 2026
31 Jan 2026
13 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Resurfacing of Carriage Way | |||||
| 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 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.003 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.004 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 1.005 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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