ARIASP-JHTRD-72

Amount

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

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

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 techniocal specification. B. Sandy material

Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m aboveGL) with 3 holes 50 mm dia for pip

Sand filling in foundation Trenches as per Drawing and technical specification.

(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-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 blocks having compressive strength of 40N/sqm

Providing and laying M40 grade cement concrete Edge block/ Edge restraint complete as per technical specification.

M/S SUNITI CONSTRUCTION