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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹4.6 L+₹6,019.94 (1.33%)Rejected-Finance | L2 | Rejected-Finance L2 rEJECTED |
Tender Value
Refer Docs
EMD Value
₹11,697
Closing Date
31 Jan 2025, 5:00 pmClosed
Asst Executive Engineer
PWD Roads Sub Division Taliparamba Office of the Asst Executive Engineer PWD Roads Sub Division Thaliparamba,kannur PIN 670141
DEPOSIT KWA Restoration work at Malappattom Kottoor Road CC Retaining wall including parapet berm concrete at Ch 4 600 km General Civil Work
2025_PWD_727594_1
PWD/RB/TR/20463/2024_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
90 days
Taliparamba
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,035
Yes
₹11,697
Yes
28 May 2025
18 Jan 2025
3 Feb 2025
18 Jan 2025
31 Jan 2025
18 Jan 2025
Amount
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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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)
OD175182/2024-2025:Hire charges for hydraulic excavator of 1 Cum bucket capacity for removing the damaged retaining wall debris including all costs, conveyance, fuel, and hire charges, etc complete
13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
OD176533/2024-2025:Providing weep holes with 100mm dia PVC pipe for abutment ,wings and CC retaining wall including all cost and conveyance of all materials and all labour charges etc. complete complying to standard specification and direction of departmental officers at site
K.T. DEVASIA (BID ID -2086387)
Bidder Name
K.T. DEVASIA
Marzooque K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1158208.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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