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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 L+₹9,206.02 (2.67%)Rejected-AOC | ₹3.5 L+₹9,206.02 (2.67%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.6 L+₹10,627.79 (3.08%)Rejected-AOC | ₹3.6 L+₹10,627.79 (3.08%) | L3 | Rejected-AOC L3 |
| 4 | L4₹3.6 L+₹10,669.32 (3.09%)Rejected-AOC | ₹3.6 L+₹10,669.32 (3.09%) | L4 | Rejected-AOC L4 |
Tender Value
₹3.6 L
EMD Value
₹8,892
Closing Date
7 Mar 2025, 2:00 pmClosed
Assistant Executive Engineer Roads Subdivision
Assistant Executive Engineer PWD Roads Subdivision ERNAKULAM
In this estimate provision of M40 grade interlocking tiles after Providing GSB,WMM is proposed. Total area of tile work is 171.30 sqm.
2025_PWD_741062_1
PWD/RB/TR/103/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
TRIPUNITHURA
Please refer Tender documents.
10 documents required · 10 mandatory
₹785
₹8,892
Yes
21 Apr 2025
20 Feb 2025
10 Mar 2025
20 Feb 2025
7 Mar 2025
20 Feb 2025
Amount
1. ROAD WORK
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
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)
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.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
P.Thomas Joy (BID ID -2139459)
ELDHO O M (BID ID -2139648)
N.S NIYAS m/s VEEKAY GROUP (BID ID -2138983)
Bidder Name
P.Thomas Joy
ELDHO O M
N.S NIYAS m/s VEEKAY GROUP
shamsu nk
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1191599.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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