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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹41.3 L+₹11.7 L (39.4%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹43.1 L+₹13.5 L (45.7%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹37.8 L
EMD Value
₹50,000
Closing Date
2 Sept 2023, 5:00 pmClosed
Executive Engineer
O/OExecutive Engineer PWD Roads Division Palakkad
DEPOSIT JJM CWSS to Perumatty Pattanchery Elapully Nallepilly Panchayaths in Palakkad Dist PahaseIV providing distribution network and FHTCs in Elappully GM Zone1Part In Palakkad Dist -Kanjikode-Para-Kunnachi Kallukoottiyal Road Km 6/600to7/900
2023_PWD_596530_2
PWD/RB/TR/20004/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Palakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
25 Nov 2023
18 Aug 2023
5 Sept 2023
18 Aug 2023
2 Sept 2023
18 Aug 2023
Amount
Restoration
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
3.17: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.
4.2.A.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-IV - For lower sub-base - 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.
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.
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
Manoj A
Subhash A
Bidder Name
Manoj A
Subhash A
ABUTHAHIR E
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_885485.pdf
boq_comp_chart.xlsx
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details.html
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