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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC | ₹7.4 Cr | L1 | Accepted-AOC LOW |
| 2 | L2₹7.5 Cr+₹4.9 L (0.66%)Rejected-AOC | ₹7.5 Cr+₹4.9 L (0.66%) | L2 | Rejected-AOC HIGH |
| Sl No | Description | Qty | Unit | RAJESH MATHEW AND COMPANY L2 | SAJEEV MATHEW AND COMPANY L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX-A | |||||
| 1.00 | OD277356/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment constructions. | 26,880 | sqm | 50 ₹13,44,000 Lowest | 50 ₹13,44,000 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 | 1,218 | cum | 100 ₹1,21,800 Lowest | 100 ₹1,21,800 Lowest |
| 1.00 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 1,080.23 | cum | 150 ₹1,62,034.8 Lowest | 150 ₹1,62,034.8 Lowest |
| 1.00 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 420 | cum | 1,500 ₹6,30,000 Lowest | 1,500 ₹6,30,000 Lowest |
| 1.00 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 3.36 | cum | 1,000 ₹3,360 Lowest | 1,000 ₹3,360 Lowest |
| 1.01 | 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 | 1,315.5 | cum | 3,200 ₹42,09,600 Lowest | 3,200 ₹42,09,600 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. | 5,202.75 | cum | 3,400 ₹1,76,89,350 Lowest | 3,400 ₹1,76,89,350 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. | 34,685 | sqm | 50 ₹17,34,250 Lowest | 50 ₹17,34,250 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. | 71,475.1 | sqm | 20 ₹14,29,502 Lowest | 20 ₹14,29,502 Lowest |
Tender Value
₹6.8 Cr
EMD Value
₹2 L
Closing Date
10 Feb 2026, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL Sabarimala Festival Work 2025-26 Providing BM BC to Mooleplavu Pawathukavala Koombukkal Vettoor Purayidom road at ch 0 000 8 000 GENERAL CIVIL WORK General Civil Work
2026_PWD_832364_1
PWD/RB/TR/6445/2025_12_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Mooleplavu
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
23 Jul 2026
31 Jan 2026
13 Feb 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX-A | |||||
| 1.001 | OD277356/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment constructions. | - | sqm | - | - |
| 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 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 0.8 | cum | - | - |
| 1.004 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | cum | - | - |
| 1.005 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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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