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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L−₹15.4 L (89.4%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹19.0 L+₹1.8 L (10.2%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹19.6 L+₹2.3 L (13.6%)Rejected-AOC ALAPPUZHA | ALAPPUZHA | KERALA | 686534 | L4 | Rejected-AOC L4 | |
| 5 | L5₹19.7 L+₹2.5 L (14.4%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹20.5 L
EMD Value
₹50,000
Closing Date
7 Feb 2023, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O
LAC ADS Sreyas Road LAC ADS 2022 23 Sreyas Road- Providing Tile Paving in Sreyas Road in Alangad Grama Panchayat General Civil Work General Civil Work
2023_PWD_552079_1
PWD/RB/TR/22552/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Mar 2023
28 Jan 2023
10 Feb 2023
28 Jan 2023
7 Feb 2023
28 Jan 2023
Amount
Road Work
3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
SINTHIL.KM
ASHIF K.A
Varghese Antony
ALBERT CHERIAN
Bidder Name
SINTHIL.KM
ASHIF K.A
ALBERT CHERIAN
K P JACOB
Varghese Antony
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tech_eval.pdf
fin_eval.pdf
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finance_810018.pdf
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