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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAccepted-AOC | ₹24.7 L | L1 | Accepted-AOC Lowest Amount Quoted |
| 2 | L2₹25.0 L+₹29,397.24 (1.19%)Rejected-Finance | ₹25.0 L+₹29,397.24 (1.19%) | L2 | Rejected-Finance Highest Amount Quoted |
Tender Value
₹25.1 L
EMD Value
₹25,100
Closing Date
30 Aug 2023, 3:00 pmClosed
The District Collector office ,Mayiladuthurai
The District Collector office ,Mayiladuthurai
Strengthening Of kumilangadu street road (R-455) gopalasamuthiram Panchayat in kollidam Block at Mayiladuthurai District under MGSMT (25) 2022-23 ( Package No-9)
2023_RDTN_358923_1
4435/TENDER/2023 Dt 08.08.2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Gopalasamuthiram
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹25,100
The District Collector office ,Mayiladuthurai
16 Dec 2024
14 Aug 2023
30 Aug 2023
14 Aug 2023
30 Aug 2023
14 Aug 2023
14 Aug 2023
Amount
Strengthening of kumilangadu street Road in gopalasamuthiram panchayat in kollidam block (0/0 - 0/510) R-455
Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER
Prodining and laying of prime coat using emulsion at the rate of 7 kg per the squarew meter over the WMM/WBM surface
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 c
Road marking with hot applied thermoplastic compound with reflecting glss beads on bituminous surface
Provision for Name board
Provision for photo Charges
60cm equilatrel triangle sing board
Provision for HM stone
Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for he above activities as prescribed in IRCSP- 20:2002 and as directed by thedepartmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
maintenance cost First year
maintenance cost secondt year
maintenance cost third year
maintenance cost fourth year
maintenance cost Fifth year
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
PMK CONSTRUCTION
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