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Periodical Renewal From Km 658 824 To 666 124 Of Nh 150A Jevargi Chamarajanagara Section In The State Of Karnataka, Chamarajanagara-Karnataka

Ministry Of Road Transport And Highways has published Periodical Renewal From Km 658 824 To 666 124 Of Nh 150A Jevargi Chamarajanagara Section In The State Of Karnataka. Submission Date for this Tender is 28-04-2020. Civil Work Tenders in Chamarajanagara Karnataka. Bidders can get complete Tender details and download the document.




Tender Notice

23201059
Corrigendum : Periodical Renewal From Km 658 824 To 666 124 Of Nh 150A Jevargi Chamarajanagara Section In The State Of Karnataka
Open Tender
Indian
Karnataka
Chamarajanagara
28-04-2020

Tender Details

Periodical Renewal From Km 658 824 To 666 124 Of Nh 150A Jevargi Chamarajanagara Section In The State Of Karnataka

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Jan-2020 Extension of TB opening date Date 12-02-2020
2 10-Feb-2020 Extension of TB opening date 1 Date 02-03-2020
3 28-Feb-2020 Postponement of opening Date Date 18-03-2020
4 17-Mar-2020 Extension of TB opening date 4 Date 26-03-2020
5 23-Mar-2020 Extension of Time Date 07-04-2020
6 03-Apr-2020 Extension of Opening of Technical Bid Date 28-04-2020

Key Value

Document Fees
INR 11800 /-
EMD
INR 470000.0 /-
Tender Value
INR 3.11 Crore /-

BOQ Items

Name of work: Periodical Renewal from Km: 658.824 to 666.124 of NH-150A Jevargi-Chamarajanagara Section in the State of Karnataka.
Sl. No. Item Description Item No Quantity Units
1 1 Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade Paving Bitumen complying with IS 73-2013 and as per IRC-22 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking, with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work.On black topped surface at min 2.0kg/10sqm. 1 74400 Sqm
2 2 Providing and laying Bituminous Concrete using plastorneric thermo plastic (waste plastic additive at 8% of bitumen) crushed stone aggregates as per table 500-17 of specified graded aggregates and filler @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen( as per clause 504.2.1) complying with IS 73-2013/IS 15462(IRC SP53) with plastorneric thermoplastic in Batch mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydrostatic paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with a lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. Using 100-120 TPH BMP, Grading-2 with 4.97% Bitumen and 0.43% plastorneric thermoplastic (40 mm compacted thickness) Using VG-40 grade Bitumen As per job mix 2 3065.28 Cum
3 3 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2012 including lettering , fixed over aluminium sheeting, 2 mm thick or alumninum composite panel 4mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete reflective warrenty as per IRC:67-2012 and as per the direction of the Engineer-In-Charge for successful completion of work. supported on class B GI Pipe 80mm outer dia, 3.5mtrs height(minimum effective height 1.90m) made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6 3
4 4 a. 90 cm Equilateral triangle 3.1 6 Each
5 5 b.60 X 45 cms Rectangular 3.2 4 Each
6 6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 - 2012 , fixed over aluminium sheeting, 2 mm or aluminium composite panel 4mm thick with area not exceeding 0.9sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete reflective warrenty as per IRC:67-2012 and as per the direction of the Engineer-In-Charge for successful completion of work.Supported on a class B GI pipe 80mm outer dia , 3.50 mtrs long made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6(Village Name) 4 5.4 Sqm
7 7 Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 5.50 kg per Sqm 2.5mm thick 5 2510.28 Sqm
8 8 Construction of Sub-grade and Earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper including lead & lifts, loading, unloading, all labour, hire charges of machinery etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work(New Formation) 6 1563.75 Cum
9 9 Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total internal reflection, the prismatic lens should be electronically fixed (welded) to body made of polycarbonate mould, with a height of 20mm size of 130mm X 105mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface the RPM's should be fixed by using two numbers of polymetric shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The RPM's should be got approved by the Engineer-In-Charge of work before fixing at site for successuful completion of work The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, Transportation charges, all taxes cost and conveyance of all materials, labour, hire charges of machinery, with all other incidental charges etc., complete reflectivity warrenty as per IRC:67-2012 and as per the direction of the Engineer-In-Charge for successful completion of work. 7 60 Each
10 10 Providing and constructing of 5 to 15 nos rumble strips covered with bituminous concrete 15-20mm high at the centre , 250mm wide placed at 1m centre to centre at approved locations to control speed , marked with white strips of road marking paint. 8 140.25 Sqm
11 11 Reflective stickers for crah barrier/Tress/Electrical poles size 100 X 150 mm: Providing and fixing of Retro Reflective sheet as per IRC:67-2001 made of high barrier mountinh ISMC channel on both sides to ensure the safety of night driving including cost of glue/adhesive labour, material, loading, unloading all lead & lifts, machineries hire charges, transportation, finshing works and other incidential charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. \n 9 365 Each
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