Tender For Strengthening And Retargeting Of Roads At Industrial Area Dausa, dausa-Rajasthan

Tender For Strengthening And Retargeting Of Roads At Industrial Area Dausa; 1 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-II Material 2 Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with 1 km lead (10%) 3 Providing and applying primer coat with bitumen emulsion (SS- 1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 (10%) 4 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 5 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of totalmix 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 compation as per MoRTH specifications Clause 505 complete in all respect. Grading - II (19 mm (Nominal Size)) Density of DBM = 2.31 MT/cum 6 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of speci􀃕ed grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler,, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor ontrol to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compation as per MoRTH specifications Clause 507 complete in all respect. for Grading - II (13 mm (Nominal Size)) Bitumen (VG-30) Density of DBM = 2.36 MT/cum 7 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and trafic diversion arrangements

INR 2360 /-

INR 51966.0 /-

INR 25.98 Lakhs /-