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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC 6 4 70 ADARSH NAGAR SAI BABA NAGAR ARAMGHAR RAJENDRANAGAR RANGA REDDY TELENGANA PIN 500052 | RANGA REDDY | TELANGANA | 500052 | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹13.7 L+₹58,241.80 (4.44%)Rejected-Finance | L2 | Rejected-Finance Highest Bid | |
| 3 | Rejected-Technical | - | Rejected-Technical The firm has not submitted EMD amount. Hence, the firm may be rejected. | |
| 4 | Rejected-Technical | - | Rejected-Technical Submitted work completed certificates does not comply the 01 no 80 percent or 02 nos 60 percent or 03 nos 40 percent amount of tendered value. | |
| 5 | Rejected-Technical | - | Rejected-Technical Work completion certificates not submitted. |
Tender Value
₹14.8 L
EMD Value
₹29,692
Closing Date
27 Jun 2023, 10:30 amClosed
Comdt (Engr), SZ, CRPF, HYD
Contract Cell in the Office of Special Director General, South Zone, CRPF, PO Keshogiri, Hyderabad, Telangana
As per Appendix-AA
2023_CRPF_757727_1
B.V-4/2023-24-SZ-Works (GC AVD) T/003
Open Tender
Civil Works - Roads
Works
60 days
GC CRPF Avadi Chennai (TN)
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹29,692
Yes
23 Aug 2023
14 Jun 2023
30 Jun 2023
14 Jun 2023
27 Jun 2023
14 Jun 2023
Road Works :
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 equiped 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 specificatons 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.
B MURUGESAN
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