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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 | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical | Rejected-Technical AS PER DOCS |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
31 Dec 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CHIEF ENG.
1 SAROJANI NAYDU MARG CIVIL LINE PRAYAGRAJ
Nagar kshetra ke antargat Repairing and Construction of roads and installation of traffice elements ka karya
2024_NNAMC_986661_1
31-12-2024-0002
Open Tender
Civil Works
Item Wise
30 days
CIVIL LINE
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
AS PER DOCS
₹25,000
18 Jan 2025
24 Dec 2024
31 Dec 2024
24 Dec 2024
31 Dec 2024
24 Dec 2024
Amount
Construction of Granular sub-base (G.S.B.) by providing closed graded material mixing by mix in place method including water and compacting with vibratory rollers as per MORT&H specification
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sam on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat on Granular surfaces treated with primer)
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading. premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 1/Grading 2)
Providing and laying 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 equipped 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-in-Charge
Relaying old Zig Zag 80mm CC interlocking tiles dismantled from site with etc all complete
Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4260. The Reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably ba 5+/5 degree lo base and the area of each retro reflecting surface shall not be less than 13.00 50.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are, displaced, damaged. get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labor, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge,
Providing and applying 2.5 mm thick road marking strips (retro- reflective) 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.
M/S KAMLESH KUMAR (BID ID -4825527)
KAMAL CONSTRUCTION (BID ID -4825522)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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