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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹22.8 L
EMD Value
₹50,000
Closing Date
23 Dec 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
PWD ROAD DIVISION ERNAKULAM
Please see the tender documents and NIT
2024_PWD_711368_2
PWD/RB/TR/17532/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
North Paravur
Please see the tender documents
14 documents required · 14 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jan 2025
13 Dec 2024
26 Dec 2024
13 Dec 2024
23 Dec 2024
13 Dec 2024
13 Dec 2024 - 23 Dec 2024
Amount
Road & Drain Work
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
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
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)
3.30:Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.
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.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
OD177089/2024-2025:Plain/Reinforced Cement concrete in open foundation, Drawing and Technical specifications PCC Grade M15(Without form work and 20mm nominal aggregates)
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)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD134014/2023-2024:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry withgood quality blasted rubble including packing to compactness to lines and levels cost and conveyance of allmaterials labour charges etc. complete as per direction of Departmental officers at site Material
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.
OD133998/2023-2024:Supplying & fitting inauguration stone with lettering
OD134601/2023-2024:Man mazdoor engaged for cleaning the site and placing the slabs etc complete
Bidder Name
Abeesh Mon P.A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1129725.pdf
boq_comp_chart.xlsx
xlsx
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