repairs to canal inspection road and its blacktopping at spots

Amount

Supply & spreading of GSB / RBM/ Non Macadam soling 90-45mm size (with binding materials as per requirement) to specified lines ,grades & cross sections including watering dressing and consolidation with power road roller (8-10) ton capacity to reqired gradient and camber with loading unloading cost and cariage of materials upto site of work complete job as per MORTH specifications and directions of engineer

Supply, stacking & spreading of 63mm to 45mm (Quary Crushed) stone agg. Including stonescreening 13.2mm size @16% & binding material @ 8% including sorting, spreading to template & consolidation with Power Road Roller of 8-10 Tone capacity etc Complete as per relevant clause of MORTH specifications including scarifyng of existing road surface with costs & carriages of all materials involved upto site of work complete job.

Providing & laying, spreading and compacting graded stone agg. to wet mix macadam specifications including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site of work, laying in uniform layers with paver in Subbase/ base course including surface corrections compacting with roller of 8-10 tone capacity to achieve the desired density, and specification thickness 75mm compacted as per relevant clause of MORTH specifications including all leads, lifts, loading, unloading, all costs and carriages of materials upto site fo work complete job.

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M/W.M.M. @ 0.75 Kg/sqm. Including carriage .(complete) complete job

Providing and laying (50MM) Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

P/L of 25mm thick semi dense bitumenous course.Using material agg. Satisfying the gradation set out in Specification with 5% binder content (by weight of total mix @2.88Kgs/ Sqm) bitumen of grade 80/100 including hot mixing of materal at plant and laying with Hydrostatic Paver Finisher including rolling with 8 to 10 tonne capacity to achive the required compaction and density with bitumen VG-10 including all leads, lifts, costs & carriages of all materials upto site of work, Hire charges of tools, plant, equipments & all allied machinary with cost of labour taxes, fee, testing charges for maintaining quality control during and after execution of work complete in all respects as per relevent clause of MORTH specifications

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

Berm filling by way of Supply,spreading/ Filling of Quary muck / Khak bajri in layers to specified lines , grades & cross sections including watering dressing and consolidation with power road roller (8-10) tonne capacity to reqired gradient with loading unloading cost and carriage of materials upto site of work complete job as per directions of engineer in charge.

SHOWKAT RASHID NAJAR