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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹26.5 L+₹4.2 L (19.0%)Accepted-AOC CHEERANGAN HOUSE MELMURI CHEERANGAN MUKKU PIN 676517 | MELMURI | MALAPPURAM | KERALA | 676517 | L2 | Accepted-AOC 2nd lowest | |
| 3 | L3₹30.1 L+₹7.8 L (35.2%)Accepted-AOC | L3 | Accepted-AOC 3rd lowest | |
| 4 | L4₹31.8 L+₹9.6 L (43.0%)Accepted-AOC | L4 | Accepted-AOC 4th lowest |
Tender Value
₹29.0 L
EMD Value
₹50,000
Closing Date
9 Nov 2022, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION PALAKKAD
GENERAL-Palakkad Ponnani Road-Providing Interlock Tiles and Irish Drainage between 74/000 74/400
2022_PWD_523463_1
PWD/RB/TR/9214/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
palakkad ponnani road
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jan 2023
1 Nov 2022
11 Nov 2022
1 Nov 2022
9 Nov 2022
1 Nov 2022
Amount
Interlock Tiles & Drainage
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.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
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)
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
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.
MUHSIN C
pasaidalavi
MUHAMMED ALI P.S.
Bidder Name
pasaidalavi
MUHAMMED ALI P.S.
MUHSIN C
PRANAV S
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_753290.pdf
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