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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | ₹24.3 L Quoted ₹13.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 L+₹95,976.95 (6.93%)Rejected-AOC | ₹14.8 L+₹95,976.95 (6.93%) | L2 | Rejected-AOC L2 |
Tender Value
₹16.9 L
EMD Value
₹42,345
Closing Date
7 Dec 2022, 2:00 pmClosed
EXECUTIVE ENGINEER
PWD ROADS DIVISION IDUKKI PAINAVU
CONSTRUCTION OF RETAINING WALL AT KM 2/250 OF PANNIMATTOM POOMALA METHOTTY ROAD FLOOD DAMAGE
2022_PWD_535056_1
79/EE/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Thodupuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,345
Yes
25 Jan 2023
2 Dec 2022
9 Dec 2022
2 Dec 2022
7 Dec 2022
2 Dec 2022
Amount
Detailed Estimate
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
OD110330/2022-2023:Dry rubble masonry for retaining wall construction Morth OD
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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.
OD143671/2022-2023:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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.
SHIJU THOMAS
Bidder Name
P I VARGHESE
SHIJU THOMAS
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