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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 Cr+₹2.1 L (0.73%)Rejected-AOC | ₹2.9 Cr+₹2.1 L (0.73%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.9 Cr+₹3.6 L (1.23%)Rejected-Finance | ₹2.9 Cr+₹3.6 L (1.23%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.0 Cr+₹11.8 L (4.09%)Rejected-Finance | ₹3.0 Cr+₹11.8 L (4.09%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.0 Cr+₹16.4 L (5.70%)Rejected-Finance | ₹3.0 Cr+₹16.4 L (5.70%) | L5 | Rejected-Finance L5 |
Tender Value
₹3.3 Cr
EMD Value
₹1 L
Closing Date
26 May 2023, 4:00 pmClosed
SE PWD RoadsCentral Circle Aluva
O/O THE SE PWD RoadsCentral Circle Aluva
Excavation, Scarifying, Loosening of the ground,GSB,WMM and applying primer coat
2023_PWD_575837_1
PWD/RB/TR/24327/2022_5_3_2/1
Open Tender
Civil Works - Roads
Item Rate
120 days
choondy
Please refer Tender documents.
9 documents required · 9 mandatory
₹9,759
Yes
₹1 L
Yes
16 Aug 2023
10 May 2023
29 May 2023
10 May 2023
26 May 2023
10 May 2023
10 May 2023 - 26 May 2023
Amount
Appendix- A- Road Restoration work
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
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
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
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
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.
5.1.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.
Thomas George
JINU GEORGE
M M Kunju Muhammed
P.P. Aboobacker
Bidder Name
JINU GEORGE
M M Kunju Muhammed
Thomas George
P.P. Aboobacker
SHAJAN JACOB
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