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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder executed the agreement | |
| 2 | L2₹24.1 L+₹2.3 L (10.8%)Rejected-AOC | L2 | Rejected-AOC Other than lowest | |
| 3 | L3₹25.1 L+₹3.3 L (15.3%)Rejected-AOC | L3 | Rejected-AOC Other than lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-License,GST, PAN card details are not submitted. |
Tender Value
₹22.1 L
EMD Value
₹50,000
Closing Date
2 Dec 2022, 5:00 pmClosed
Executive Engineer,KRFB-PMU, Palakkad/Malappuram
Office of the Executive Engineer,KRFB-PMU, Palakkad/Malappuram
KIIFB-Providing interlocking tiles at Km 15/400 and providing white topping at KM 21/600 of Mannarkkad Chinnathadakam road in Palakkad District-Work-General Civil Work
2022_KRFB_525075_2
PWD/KR/TR/20699/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
AANAMOOLI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jan 2023
22 Nov 2022
5 Dec 2022
22 Nov 2022
2 Dec 2022
22 Nov 2022
Amount
Inter lock Tile laying work
2.6:Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br>
4.2.A.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-III -For lower sub-base - Mix in Place Method
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.F.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M30 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
A.K.VEERANKUTTY
SAJI THOMAS
Bidder Name
SAJI THOMAS
A.K.VEERANKUTTY
SOBIN
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aoc.pdf
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