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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAccepted-AOC DADRA AND NAGAR HAVELI DN | ₹10.8 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹11.4 CrRejected-AOC | ₹11.4 Cr | L2 | Rejected-AOC ok |
| 3 | Not Admitted-Fee/PreQual/Technical 401 4 FLOOR ONE 45 BUILDING NR UMIYA CAMPUS OPP AGRAWAL MALL S G HIGHWAY SOLA AHMEDABAD GUJARAT 380060 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹8.1 Cr
EMD Value
₹16.1 L
Closing Date
24 Jun 2024, 12:00 pmClosed
Executive Engineer PWD.II Road DNH, Silvassa
Executive Engineer PWD.II Road DNH, Silvassa
Construction of service roads of flyover bridge at Dokmardi Junction at Silvassa in DNH.
2024_UTDNH_7072_1
E-Tender Notice No. 02 of 2024-25
Open Tender
Civil Works
180 days
Executive Engineer PWD.II Road DNH, Silvassa
Documents as per NIT
3 documents required · 3 mandatory
₹3,000
Executive Engineer PWD.II Road DNH, Silvassa
₹16.1 L
1 Oct 2024
10 Jun 2024
24 Jun 2024
10 Jun 2024
24 Jun 2024
10 Jun 2024
Amount
PCC 1:3:6 in Foundation (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.)
Supplying, fitting and placing un-coated (TMT Fe 500D grade) bar reinforcement in Super-Structure and All categories for complete as per drawing and technical specifications.
Plain/Reinforced cement concrete, in M30 Retaining Wall Complete as per drawing and technical specification - RCC M30 Grade with Batching Plant, Transit Mixer and Concrete Pump
Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- II Material
Wet Mix Macadam (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.)
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.)
Providing and laying dense graded bituminous macadam with 50-75 mm thick with 100-120 TPH batch type HMP 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix of 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 MoRTH specification clause No. 507 complete in all respects.) - For Grading II (50-75 mm thickness using 4.50% bitumen).
Providing and Applying Tack Coat With Bitumen emulsion (SS1) using emulsion pressuse distributor at the rate of 0.20 Kg per sqm on the prepared bituminous/granular surface.
Providing and laying bituminous concrete of 40mm thickness with 100-120 TPH batch type HMP 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.4 per cent of 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 MORTH specification clause No. 507 complete in all respects (50mm thickness using 5.2% bitumen)
Providing anti-corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC)
Dual Arm Street Lighting (Supplying, erection,testing and commissioning of 9 Mtr height decorative chatsworth pole having cast iron decorative base and pipe dia of 165 mm & 3 mtr long with cast iron reduce joining with 101mm OD straight pipe. pole shall be mounted on square base plate.Decorative cascade bracket with 940m height mounted with PU paint in closed paint chamber with heating treatment in chamber Make kesciee schreder. Model : Chatworth pole with cascade Bracket, bajaj sultan, Surya or cromton makes as per drawing and directed by Engineer in Charge.& Supplying and erecting and testing & Commissing of decorate luminaires for urban lighting, body made of painting spun aluminium. the protector is make of polycarbonate grade UV resistant (IK08), permanently scaled optical compartment with IP66 Protection Luminaire offers tools free can be Installed as a suspended luminaire. the Luminaire is equipeed with the lenso flex2 (R) technology photometric system, PMMA lenses with wide photometry for increased pole spacing. fixtures having a surge protection of 10KV. for operating temperature (Ta) From 20 to 50 C. Driver can with atant 320 V AC for 48 Hours and 360 V Ac for 2 Hours Make -Keselec Scheder, Model : PORTO 75 W LED, Bajaj Borage 75 W led, Surya of Cromton, PT 75 W VEGA or LT Company Makes as Per Drawing and as Approved by the Engineer in Charge, including necessary requirement of electrical cables etc. complete as directed by Engineer-in-charge.
RKC INFRABUILT PRIVATE LIMITED
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