MMPPNA_RIDF_XXXI_25_26_315 Construction of Road from (1) Kehutoli to Dharampur from Ch. 0.00 m to Ch. 2800.00 m (L-2.800 KM) (2) Dongibil Bishnu Mandir Tiniali to E and D via Bhagwan Chetri Chuburi road from Ch. 0.00 m to Ch. 1250.00 m (L-1.250 Km) u

(1)Kehutoli to Dharampur from Ch. 0.00 m to Ch. 2800.00 m (L=2.800 KM) 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 in thickness as per technical specification clause 201. (i)By manual means (a)In area of non-thorny jungle

Scarifying the existing bituminous road surface to a depth of 150mmand disposalofscarifiedmaterialwithaliftupto3.0mandleadupto1000masper Technical Specification Clause 301.4. By Mechanical Means

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 (a) Private land

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 Technical Specification Clause 401. (A) By mix in Place Method :- (I) For Grading II Material

Providing laying spreading and compacting stone aggregates of specific sizes to WBM specification including in uniform thickness hand picking rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming stone screenbinding materials to fill up the interstices of coarse aggregate watering an dcompacting to the required density grading 2 as per technical specification clause 405. 3)Grading-II. A) By Manual Means

Providing laying spreading and compacting stone aggregates of specific sizes to WBM specification including spreading in uniform thickness handpicking rolling with smooth wheel roller 80-100kN 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. 3) Grading-III

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi - Dense Bituminous Concrete: Providing and laying semi dense 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including 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) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)