ARIASP-DTRD-91

Amount

Removal of Unserviceable soil including excavation, loading, and disposal upto 1000m lead but excluding replacement by suitable soil which shall be paid sepearately as per Cl. No.305.

By mix in place method ; construction of Granular Sub-base providing close graded materials, 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, complete as 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.)

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, watering and compacting to the reqd. density (with an initial lead of 5.0 km.) i) WBM Gr-III.

Providing & laying of Interlocking Concrete Block Pavement (ICBP) having yhickness 80mm a conforming to IS:15658-2006 including all lead and lifts s per drawing and technical specification Clause 1504.

RCC Cross Cul.:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil: A. Manual Means.

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

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

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. 1) Using Concrete Mixture. RCC Grade M20.

Supplying, fitting and placing TMT IS:1786 Fe 500 D bar reinforcement in Foundation complete as per drawing and technical specifications.b) With TATA Make TMT IS 1786 (Fe-500 D) (ISI Approved).

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 face. Complete as per drawing and Technical specification.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Stone Masonry G/Wall: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil: A. Manual Means.

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

Plain cement concrete 1:3:6 nominal mix 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 in cement mortar 1:3 on Brick work in Sub structure as per technical specifixcation.

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. 1) Using Concrete Mixture. RCC Grade M20.

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 face. Complete as per drawing and Technical specification.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. 1) Using Concrete Mixture. RCC Grade M20.

Supplying, fitting and placing TMT IS:1786 Fe 500 D bar reinforcement in Foundation complete as per drawing and technical specifications.b) With TATA Make TMT IS 1786 (Fe-500 D) (ISI Approved).

MREEGEN SAHARIAH