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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC | ₹21.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.7 L+₹89,883.39 (4.12%)Rejected-AOC | ₹22.7 L+₹89,883.39 (4.12%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
Tender Value
₹22.2 L
EMD Value
₹50,000
Closing Date
9 Mar 2022, 2:00 pmClosed
The Executive Engineer Roads Division Kottayam
The Executive Engineer Roads Division Kottayam
FDR Flood Damage Work Re Construction of Retaining Wall at Ch 7 500 in Manimala Pazhayidam Chenappady Erumely Road
2022_PWD_478810_1
PWD/RB/TR/104393/2021_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Erumely
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
11 May 2022
2 Mar 2022
11 Mar 2022
2 Mar 2022
9 Mar 2022
2 Mar 2022
Amount
Retaaining wall
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m
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.
Albin Pious
SIJO MATHEW
Bidder Name
SIJO MATHEW
Albin Pious
J M J DEVELOPERS
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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