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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹18,976.25 (5.95%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.0 L+₹78,307.16 (24.6%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹3.8 L
EMD Value
₹9,455
Closing Date
29 Jul 2023, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER PWD ROADS SUBDIVISION ADOOR
GENERAL- Providing DR Retainingwall in Thenginal -Avichakulam Road.-Providing DR Retaining wall in Thenginal-Avichakulam Road
2023_PWD_588854_1
PWD/RB/TR/22201/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
60 days
ADOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹835
Yes
₹9,455
Yes
26 Sept 2023
20 Jul 2023
31 Jul 2023
20 Jul 2023
29 Jul 2023
20 Jul 2023
Amount
Construction of Retaining wall
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
OD179640/2022-2023:DR Work
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Surface drain
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
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
PRANAV.K.O
NITHIN.P.JOHN
Bidder Name
NITHIN.P.JOHN
UNNIKRISHNAN.K
PRANAV.K.O
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_870901.pdf
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