Tender For All Inner Links Of Halqa Shaloora

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Tender For All Inner Links Of Halqa Shaloora- 1 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions ofEngineer-in-Charge with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 incl all costs and carriages complete job 2 WET MIX MACADAM: (75mm thick)Providing, laying, spreading and compacting graded stone agg.to wet mix macadam specifications incl. preparing thematerial with water at OMC inmechanical mix plant, laying inuniform layers with paver in base course on all preparedsurface and compacting with vibratory roller to achieve the required grade and camber incl. cost and carriage of all involved materials to site of work complete crushed metal got from broken quarry metal. Grading45mm to 22.4mm=30%, 22.4 mm to 2.36mm=40%, 2.36mm to 75 Microns=30%. as per technical specification of clause 406 of MORTH Specifications (75mm compacted thickness) 3 Providing and applying tack coat using hot straight run bitumen of grade VG-10 incl. heating the bitumen with spraying the bitumen with mechnically operated spray unit fitted on bitumen boiler, cleaning and preapring the existing road surface to remove all dirt, dust , mud etc and finally booming the surface as per required specification incl all costs and carriages complete on WBM surface @ 0.75 kg/sqm 4 Providing and laying 50 mm thick Premix bituminous macadam base course with stone agg. of quality size and grading as specified in CPWD/MORTH specification and straight run bitumen of grade VG-10 @ 3.5% by weight of total mix incl. hot mixing of stone agg. and bitumen inhot mix plant, transporting mixed material and laying with paver finisher to the required level and grade, rolling with road roller of 8-10 tonne capacity to achieve the required compaction and density ( 50 mm compacted thickness) incl.all taxes, cost and carriage of all materials involved. including bitumen octroi charges, quality control carriage etc complete. 5 Providing and laying 25mm thick semi dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5 percent binder content (By weight of total mix) bitumen of grade VG-10 @ 2.88 kg per sqm with the aid of hot mix plant and paver finisher including rolling with road roller of 8-10 tonne capacity to achieve required compaction and density including all taxes, cost & carriage ofmaterials involved, T&P and all allied machinery / labour for testing charge for quality control duringexecution and after execution of work. 6 Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG-10 bitumen per cum of fine aggregate (0.768 kg of bitumen per sqm) and 0.60cum of fine aggregate per 100 sqm of road surface including rolling and finishing complete including all taxes, cost and carriage of materials involved. 7 Providing and Laying of 18 dia RCC spun pipes S&S in proper position / grade including cutting of road surface upto required depth and providing of requiste cushion of granular material over pipes including loading, unloading and all costs and carriage of pipes upto site of work complete job