AR MO to MDR 67 Victory tunnel to Auckland Tunnel Km 0.00 to 5.12.SH Patchwork in various Rds from 0.00 to 5.120, P.L Tack coat, BC etc. and GSB grading I, II, III BM, BC work near Auditorium parking and Sanjauli bus stop

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts, as per drawing including carriage disposal of all exslusive unserviseable of materials upto all leads lifts and as per the direction of Engineer-in-Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes including 18% GST imposed by the Government

Providing and applying tack coat with Bitumen emulsion using distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specification Clause 504 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Providing and laying bituminous concrete 30 mm (thirty milimetre) thick with 100-120 one hunderd-one hundred twenty) TPH batch type hot mix plant producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder 54 to 5.6 (five point four to five point six) per cent of mix 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 compaction as per MORTH specification clause No. 509 (five hundred nine) complete in all respects

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.05 Kg./Sqm. using mechanical means as per Techanical Specification Clause 502 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Earth work in excavation for structures as per drawing and technical specification clauses 305.1 including setting out. construction of shoring bracing removal of stumps and other deleterious material and disposal up to lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material up to 3m depth.

Disposal of Muck Excavated earth/Removal of slipes/ Malwa/Similar unserviceable, dismantle or waste materials by mechanical transport, including loading unloading& Disposal upto all leads and lifts including arranging the dumping sites at its own cost and taxes etc. the payment shall be made at dumping site by contractor for dumping site arranged by contractor at private properrty as per direction of Engineer-in-Charge (Clearing of catchpit)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, including the cost of centering, shuttering and finishing 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) complete including carriage of materials in all leads and lifts

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired denisty, complete as per Technical Specification Clause 401 for Grading -1 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (i) By Mechanical Means