ARIASP-JHTRD-75

Amount

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

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

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. Brick on flat soling

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

Stone masonry work. Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutsideface stone roughlyhammer dressed and inside(earthen side ) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed

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

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

By Mix in Place Method (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. for grading -ii material

(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

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 block having compressive strength of 40N/sqm

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

Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing,fixingand erecting50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2m center to center, complete as per approved drawings

CHANDAN HALOI