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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹5.5 CrRejected-AOC | ₹5.5 Cr | L2 | Rejected-AOC L2 rejected |
| 3 | L3₹5.7 CrRejected-Finance | ₹5.7 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SABARI CONSTRUCTIONS L1 | RAJESH MATHEW AND COMPANY L2 | SAJEEV MATHEW AND COMPANY L3 |
|---|---|---|---|---|---|---|
| 1.00APPENDIX-1: Site clearance | ||||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 2.8 | Hectare | 54,000 ₹1.5 L | 10,000 ₹28,000 | 10,500 ₹29,400 |
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 78.72 | cum | 850 ₹66,914.55 | 1,500 ₹1.2 L | 1,600 ₹1.3 L |
| 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 | 2,900 | sqm | 6 ₹17,400 | 60 ₹1.7 L | 70 ₹2.0 L |
| 2.00APPENDIX 2: Earthwork -Roadway | ||||||
| 2.00 | 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 | 2,836 | cum | 60 ₹1.7 L | 50 ₹1.4 L | 60 ₹1.7 L |
| 2.00 | 3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. | 531.75 | cum | 500 ₹2.7 L | 100 ₹53,175 | 150 ₹79,762.50 |
| 2.00 | 3.9:Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres | 177.25 | cum | 800 ₹1.4 L | 500 ₹88,625 | 550 ₹97,487.50 |
| 2.00 | 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. | 2,825 | cum | 100 ₹2.8 L | 100 ₹2.8 L | 150 ₹4.2 L |
| 3.00APPENDIX 3: Pavement- Non-Bituminous Courses | ||||||
Tender Value
₹5.0 Cr
EMD Value
₹2 L
Closing Date
19 Nov 2025, 4:00 pmClosed
Superintending Engineer
O/o Superintending Engineer Roads Central Circle Aluva
Earth work,GSB,WMM,BM and BC ,Shoulder strengthening works
2025_PWD_818974_1
PWD/RB/TR/7039/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Thodupuzha Perumamkandam Kodikulam
Please refer Tender documents.
14 documents required · 14 mandatory
₹13,010
Yes
₹2 L
Yes
27 Feb 2026
4 Nov 2025
22 Nov 2025
4 Nov 2025
19 Nov 2025
4 Nov 2025
4 Nov 2025 - 19 Nov 2025
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