ARIASP-JHTRD-74R

Amount

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). B. I. Prestressed/Reinforced cement concrete grade m-20 & above

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). Dismantling Brick /Tile work

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

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.

Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laidto true lineand leveland in panel after preparing the subgrade including earthwork in excavationas directed including all labour and materials and if necessary dewatering, complete. Stone soling of thickness 150mm

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 TMT IS:1786 Fe 500 Dbar reinforcement in foundation complete as per drawing and technical specifications

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

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

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(Excavationfor roadway in soil using manualmeans including loadingin truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

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

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,completeas per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt

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. )Grading-II

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. )Grading-III

Prime coat (Providing and applying primer coat with bitumen emulsionon preparedsurface of granularBase including clearingof 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.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 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.)

Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, backfilling the pot holes with hot bituminous materialas per clause 504, compacting , trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2. ( including carriage up to initial lead of 5.0Km. from quarry and carriageof mixedmaterialsupto 10.0km. initiallead from mixing plant.)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregatesof specified grading,premixedwith bituminousbinder@ 5.4 to 5.6 % of mixand filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwith smooth wheeled,vibratoryand 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 carriageof mixedmaterialsup to 10.0 Km initial leadfrom mixing plant

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. A) 80mm thick interlocking precast blocks having compressive strength of 40N/sqm

(c) Providing and laying M-40 grade cement concrte 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.