SOPD_G_25_26_29 Construction of (i) Bojou Ali, Internal Road, Pedestrian Road, VIP Entrance Road, VVIP and VIP Car Parking at Meeting Venue with General Car Parking (ii) Halipad No.1 (iii) Halipad No.2 and (iv) Halipad No. 3 for the VVIP visit at Jor

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. In area of non thorny jungle By mechanical means

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land

Dismantling of Flexible Pavements : Dismantling of flexible pavements and disposal of dismantled materials upto alead of 100 m, stacking serviceable and unserviceable materials separately asper Technical Specification Clause 202. Bituminous Courses

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material

Wet Mix Macadam:-Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the material with water at OMC inmechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniform layers in sub-base/base course on a well prepared sub-base andcompactingwith smooth wheel roller of 80 to 100kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etcas per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

Prime Coat (Proving and applying Primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means (Including cost of testing of materials at site and laboratory as directed by the deptt.) B. Primer @1.00 kg per sqm (ii) With bitumen emulsion-CSS-1

Tack Coat (Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) With Bitumen emulsion CRS-1 (b) Dry & hungry bituminous surface

Dense Graded Bituminous Macadam (Providing and laying densebituminous macadam with 100-120 TPH batch type HMP producing anaverage output of 75 tonnes per hour using crushed aggregates ofspecified grading, premixed with bituminous binder @ 4.0 to 4.5% byweight of total mix and filler transporting the hot miox to work site,layingwith a hydrostatic paver finisher with sensor control to the reqd. grade,lavel and alignment,rolling with smooth wheeled,vibratory and tandemrollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0Km initial lead from mixing plant )( Including cost of testing of materialsat site and laboratory as directed by the deptt.)With rock dust as filler ( refer table 500-9 of MoSRT&Hspecification) With 60/70 or VG-30 grade bitumen

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler transporting the hot mix to work site,Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (ii) For Grading -II(13mm Nominal Size) for Grading II (19 mm nominal size)

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints