}

81033Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi, FortKochi-Kerala

Military Engineer Services-MES has published 81033Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi. Submission Date for this Tender is 12-10-2021. Road Work Tenders in FortKochi Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

29289658
Corrigendum : 81033Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi
Open Tender
Indian
Kerala
FortKochi
12-10-2021

Tender Details

81033Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi Repair Resurfacing To Raods At Ins Dronacharya And Sma Rameswaram Under Ge Fortkochi

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-Sep-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 07-10-2021
2 07-Oct-2021 81033Corrigendum1dateextn Date 11-10-2021
3 11-Oct-2021 Due Date Extended Admin Corrigendum Date Extend 12-10-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 60000.0 /-
Tender Value
INR 30 Lakhs /-

BOQ Items

Name of Work:REPAIR/ RESURFACING TO ROADS AT INS DRONACHARYA AND SMA RAMESWARAM UNDER GE FORTKOCHI
Sl. No. Item Description
1M&L for repairs to pot holes any depth, not exceeding 1.00 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm depth, making good by filling in screened or graded road metal, watering and well ramming (including supply of road metal) etc complete all as specified and directed.
2Scarifying or picking gravelled, macadamor bituminous macadam surfaces in area not exc 400 sqm, exc 50 mm and n exc 100mm deep complete all as specified. Note: Retrieved materials are not reusable and should be disposed off at low lying area.
3Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075mm) to wet mix macadam(WMM) 75mm compacted thickness including premixing thematerial with water at optimum water content (OMC) in for all leads and lifts, laying in uniform layers with mechanical paver/finisher in sub base/base course on well prepared surface and compacting with roller 8 to 12 tonne capacity to achievedesired density, complete all as specified and directed
4Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075mm) to wet mix macadam(WMM) 150mm compacted thickness including premixing thematerial with water at optimum water content (OMC) in for all leads and lifts, laying in uniform layers with mechanical paver/finisher in sub base/base course on well prepared surface and compacting with roller 8 to 12 tonne capacity to achievedesired density, complete all as specified and directed
5M&Lfor preparingsurfaces of unsurfaced water bound macadam/ WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat using water based bitumen emulsion RS-1 @ 3 Kg/10 Sqm complete all as specified and directed
6M&Lfor preparingexisting black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat using water based bitumen emulsion RS-1 @ 2.5 Kg/10 Sqm complete all as specified and directed
7M&L for Bituminous premix asphaltic semi dense concrete using paving bitumen of VG-30, 40mm consolidated thickness with 5.2% binder content by weight of totalmix, rolled and compacted to required camber and gradient by using mechanical paver, mixed with shredded waste plastic all as specified under note below and confirming to the requirements as per IRC SP : 98-2013 complete all as specified and directed. Note (i) Shredded plastic waste confirming to LDPE, HDPE, PET and polyurethane shall be 7% weight of the bitumen. (ii) The plastic waste should be cleaned and cut in to a size between 2.36mm and 600 micron and of maximum size 2.36mm length and 2.0mm width using a shredding machine. (iii) Mixing of the shredded waste plastic with aggregate and bitumen in the central mixing plant shall be all as specified and conforming to the requirements of IRC : SP : 98-2013. (iv) The temperature in central mixing plant shall be maintained as specified in Appx 2 clause (d) of IRC : SP : 98-2013.
8M&L for providing and fixing mild steel conforming to Fe 290 Gde E-165 of round/ square/ rectangular hollow sections as in framework of road sign boards/ road furniture including posts etc with or without gusset plates, braces, drilled for fixing of sheeting or other covering with necessary bolts / nuts of required size complete all as specified and directed.
9S&F retro reflective sign face (Square/ rectangular) consist of 2 mm thick Aluminium composite sign substrate and overall lamination using High Intensity Grade Retro reflective media 3M or Unicorp make conforming to ASTM 4956 Type-IV or above with text cutting on both side (Using computerised cutter plotter & pneumatic automated squeeze roll applicator) on overlay film of similar sheeting for text/graphics & symbol etc as per approved design and Aluminium rivets, break-away type nut/bolts complete all as specified as directed. (Each sign face shall be backed by mild steel frame and mild steel items shall be measured and paid separately) (i) Standard Size: 600mm, 900mm, equilateral Triangle/Circle/Square, 450 x 600mm, 600 x 900mm Rectangle etc. made out of Retro Reflective Sheeting as per NHAI, IRC. (ii) Five Years Guarantee to be given separately.
10Excavating in post holes (or similar holes) each n exc 0.5 cum. getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25mm, watering, and removing surplus soil to a distance exc 100 m and making good surface in soft & loose soil complete all as specified and directed.
11M&L for cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in foundations, filling, post holes and mass concrete.
12S&F unbreakable 800mm dia, wide angle polycarbonate convex mirror/traffic mirror for road safety made from durable sheet of polycarbonate fixed to pole with bracket, nuts and bolts. (Pole shall be measured and paid separately)
13S&F ABS material road studs of size 100 x 90 x 15 mm thickness (red/white/yellow), water resistant and weather proof complete all as specified.
14S&F fix of ABS/EPDM/PE modular speed breaker 250x350x50 mm size of standard shape fixed on road with bitumen adhesive and dash fastener nails/bolts as manufacturer"s instruction having abrasion resistance ceramic coating and reflective surface complete all as specified and directed.
15M&L for road line painting 100 mm wide with golden yellow /white thermoplastic compound with reflective glass beads on bitumen road, providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflective glass beads @250 gram per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35 including cleaning of old road marking paints, the finished surface to be level, uniform and free from streaks and holes in addition where arrows/ letters are to be provided thermoplastic compound may be machine sprayed. The colour of compound shall be all as directed by Engineer-in-charge.
16M&L for preparing the new steel surfaces of any description and applying two coats of epoxy paint over acoat of epoxy primer of approved manufacturer all as specified and directed by Engineer-in-charge.
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