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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.2 LAccepted-AOC | L-1 | Accepted-AOC Lowest rate quoted by Firm | |
| 2 | L-2₹14.3 L+₹14,451.60 (1.02%)Rejected-Finance | L-2 | Rejected-Finance The rate quoted by the firm is second lowest evaluated for subject work. | |
| 3 | L-3₹14.4 L+₹15,915.20 (1.12%)Rejected-Finance | L-3 | Rejected-Finance The rate quoted by the firm is Third lowest evaluated for subject work. | |
| 4 | L-4₹14.5 L+₹33,878.30 (2.39%)Rejected-Finance | L-4 | Rejected-Finance The rate quoted by the firm is Forth lowest evaluated for subject work |
Tender Value
Refer Docs
EMD Value
₹29,692
Closing Date
5 Feb 2024, 2:00 pmClosed
DIGP, GC, CRPF Avadi
Office of the DIGP GC CRPF Avadi Chennai
Re-surfacing of bituminous road from main gate to Co-Operative Shop, Avadi Chennai-65.
2024_CRPF_792494_1
B.V-1/2023-24-GCA-Works
Open Tender
Civil Works - Roads
Works
30 days
Office of the DIGP GC CRPF Avadi Chennai
Please refer Tender documents.
2 documents required · 2 mandatory
₹1
Yes
The DIGP GC CRPF Avadi Chennai 65
₹29,692
2 Mar 2024
29 Jan 2024
6 Feb 2024
29 Jan 2024
5 Feb 2024
29 Jan 2024
29 Jan 2024 - 5 Feb 2024
Repair and maintenance of Electrical items of Composite Hospital Avadi CRPF at Group Centre Avadi Chennai-65
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-inCharge. 25 mm compacted thickness with bitumen of grade VG30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
T.M.S Constructions
S MARI
M VIMAL KUMAR
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