Ministry Of Road Transport And Highways Tender

NH-548 B from Km 56.000 to 64.500 & from km 82.500 to 87.000,

Making up loss of material/irregularities on shoulder to the design levelby adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of all materials, labour, hire charges of machinery, loding, unloading, lead upto 1km lift etc., complete. (As per Item No.10.02 & Page No.102 of N.H. Circle Dharwad CSR of 2018-19 & continued for 2019-20 & continued for 2020-21)

NH-548 B from Km 15.800 to 25.200

NH-548 from Km 41.500 to 52.500 & from km 53.60 to 55.50

NH-548 B from Km 56.000 to 64.500 & from km 82.500 to 87.000,

Removal of unserviceable soil with hydraulic excavator 0.9 cum bucket capacity including excavation, loading in tippers, unloading, all lifts, disposal upto 1000 metres including all labour, hire charges of all machineries etc., complete

NH-548 B from Km 15.800 to 25.200

NH-548 from Km 41.500 to 52.500 & from km 53.60 to 55.50

NH-548 B from Km 56.000 to 64.500 & from km 82.500 to 87.000,

Filling Pot-holes and Patch Repairs with Bituminous Concrete,40mm thick. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, labour, hire chargs of machinery, lead, lift, loading, unloading stacking trnaporting etc., complete except lead for Bitumen and Emulsion.(ii)Using Grading II Material.(As per I.No.10.05(ii), P.No.104 of N.H. Circle Dharwad CSR of 2018-19 & continued for 2019-20 & continued for 2020-21)

NH-548 B from Km 15.800 to 25.200

NH-548 from Km 41.500 to 52.500 & from km 53.60 to 55.50

NH-548 B from Km 56.000 to 64.500 & from km 82.500 to 87.000,

Providing and applying Tack coat as per table 500-5 on prepared surface using Rapid setting bituminous (RS-1) emulsion complying with IS 8887 of approved quality and make including 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, loading, unloading stacking etc., complete except lead for emulsion., I) using Rapid setting bituminous emulsion (RS-1) A) On bituminous Surface @2 kg/ 10 sqm. (As per Item 5.02 I A Page No.42 of N.H. Circle Dharwad CSR of 2018-19 & continued for 2019-20 & continued for 2020-21)

NH-548 B from Km 15.800 to 25.200

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (stone dust / cement)@2% by weight of aggregates, premixed with bituminous binder 60/70 Grade (VG-30) in Batch/Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher 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 etc., complete, except lead for Bitumen,& with a lead of mixed material upto 1Km excluding cost of primer/tack coat (compacted thickness) (D)[Using 40-60 TPH Hot mix plant and mechanical Paver Finisher (D-2) Using cement as filler material at 2 % weight of aggerigates (ii) (Grading 2) 50 - 75 mm compacted thickness (26.50 mm nominal size) @ 4.50% Bitumen (a)Using 60/70 Grade (VG-30) (As per I.No 5.04,D,D-2,(ii) (a), P No.45-50 of N.H. Circle Dharwad CSR of 2018-19 & continued for 2019-20 & continued for 2020-21)

NH-548 B from Km 15.800 to 25.200

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16,17 of specified graded aggregates and filler (stone dust / cement)@2% by weight of aggregates, premixed with bituminous binde in Batch/Hot Mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roaller 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 etc., complete, except lead for Bitumen & with a lead of mixed material upto 1km excluding cost of primer/tack coat (Compacted thickness)(D)Using 40-60 TPH Hot mix plant with mechanical Paver Finisher (D-2) Using cement as filler material at 2 % weight of aggerigates (ii) Grading-2 with 5.40% Bitumen (30-40mm compacted thickness) (13.20 mm nominal size) (a) Using 60/70 Grade (VG-30) Bitumen. (As per I. No.5.05 (D), D-2,(ii)(a), Page No.50-54 of N.H. Circle Dharwad CSR of 2018-19 & continued for 2019-20 & continued for 2020-21)

NH-548 B from Km 15.800 to 25.200

12% GST