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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-AOC | ₹4.5 Cr | L1 | Accepted-AOC Ist lowest |
| 2 | L2₹5.3 CrRejected-AOC | ₹5.3 Cr | L2 | Rejected-AOC IInd lowest |
| Sl No | Description | Qty | Unit | THOPPIL INFRASTRUCTURE PRIVATE LIMITED L2 | SarDe Traffic Infra Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00KWA JJM RESTORATION WORKS | |||||
| 1.00 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 2,753.5 | cum | 63.61 ₹1.8 L | 51 ₹1.4 L |
| 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 | 2,005.5 | cum | 4,187 ₹84.0 L | 3,539 ₹71.0 L |
| 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. | 1,108.5 | cum | 4,213.78 ₹46.7 L | 3,562 ₹39.5 L |
| 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. | 7,412.5 | sqm | 75.39 ₹5.6 L | 61 ₹4.5 L |
| 1.00 | 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. | 16,025 | sqm | 14.04 ₹2.2 L | 11 ₹1.8 L |
| 1.01 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 801.25 | cum | 10,206.98 ₹81.8 L | 9,853 ₹78.9 L |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 844.8 | cum | 8,386.52 ₹70.8 L | 6,580 ₹55.6 L |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 281.6 | cum | 10,116 ₹28.5 L | 7,937 ₹22.4 L |
| 2.00IMPROVEMENT WORKS | |||||
Tender Value
₹4.1 Cr
EMD Value
₹1 L
Closing Date
24 Feb 2025, 5:00 pmClosed
Superintending Engineer, PWD Roads South Circle
Superintending Engineer, PWD Roads South Circle
GENERAL Improvement Works to Pallickal Velinalloor road ch 0 000 to 6 000 km KWA JJM Resration Non Plan 2020 21 General Civil Work
2025_PWD_727175_2
PWD/RB/TR/10334/2024_5_1_1/1
Open Tender
Civil Works - Roads
210 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
19 May 2026
12 Feb 2025
27 Feb 2025
12 Feb 2025
24 Feb 2025
12 Feb 2025
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