SOPD_Sip_5 Re construction of Kadamtali Na Ali Road (connecting with MPK)

Amount

Inter Locking concrete Block pavement with edge block (i) Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)

Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tones in stages to proper grade and camber, applying and brooming, stone screening/binding to fill up the inter stices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Using stone screening Type-B 11.2 mmm fo Grade- 2 4.7/2(A)Grading-II (A) By manual Means

Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tones in stages to proper grade and camber, applying and brooming, stone screening/binding to fill up the inter stices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. Using stone screening Type-A 13.2 mmm fo Grade- 3 4.7/3(A)Grading-III (A) By Manual Means

Providing and applying primmer coat with bitumin emultion ( CSS-I) on prepared surcafe of granular base / WBM / WMM including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 Kg/sqm using mechanical means as per T.S. Clause 502. (i) Low porosity

Providing and applying tack coat with bitumin emultion (CRS-I) using emultion distributor at the rate of 0.25Kg/sqm to 0.30 Kg/sqm on the prepared dry and hungry bituminious 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. (B) With rockdust as filler ( Refer Table 500-9 of MoSRT & H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) Grading II : 10mm ( Nominal Size)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications Edge line Marking.

( Sign Board) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80 cmx 60 cm rectangular

( Sign Board) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 60 cm equilateral tringle School Sign Board & T intersection