ARIASP-EGTRD-277

Amount

(Scarifyingthe existingbituminousroad surface to a depth of 50 mm and disposalof scarifiedmaterialwith in all lifts and lead upto 1000 metres

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres

(Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305

Cleaning and desilting of road side drains/ cross drains etc by mechanical means with adequate road safety measur by providing caution boards/ safety ribbons/ proper barricading where necessary/ proper lighting if necessary etc ................................ as directed by theEngineer-in-Charge. Measurment shall be taken on inside of the drain wall.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,wateringand compacting to the reqd. density ( with an initial lead of 5.0 km. )

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed

Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per technical specification clause 1504.

Providingand laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorisingglassbeads@250gmspersqmarea,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

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

RCC Load Bearing Drain : Excavation for Structures (Earth work in excavationof foundation of structures as per drawing and technical specification, including setting out, constructionof shoringand bracing, removalof stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material

Dry rubble Flooring, Construction of dry rubbl flooring at cross drainage works for relatively less important works

Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Supplying , fitting and placing HYSD reinforcement in sub structure complete as per drawing and technical specification. With other make ISI Marked TMT Rebar

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical sp

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification

UTTAM CHOUDHURY