ARIASP-DTRD-142- Lichubagan Road

Amount

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavatorof0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loadingand disposal of cut road with in all lifts and leads upto 1000 metres)

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.

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. ) Grade-II

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. ) Grade-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/sq.mm

c) Providing and laying M-40 grade cement concrete Edge block / Edge restraints complete as per Technical Specification.

Cleaning and desilting of road side drain/cross drain by mechanical means with adequate road safety measured by providing caution boards/safety ribbons/proper lighting if necessary. Without damaging the ffotpath/ slab/road surface etc.....

Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork. Without plasticizer. PCC M20

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

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Repairing & Raising Boulder Masonry Drain: Construcytion 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

Stonemasonrywork in cementmortar 1:3 for substructure complete as per drawing and 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

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

Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork. Without plasticizer. RCC M20

Supplying , fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specification. (b) without other make ISI Marked TMT rebar, for drain cross beam

Restraint Wall: Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork. Without plasticizer. PCC M20

Repairing and Raising of Brick Masonry Drain: Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specification

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

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

Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork. Without plasticizer. RCC M20

Supplying , fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specification. (b) without other make ISI Marked TMT rebar, for drain cross beam

Construction of RCC Beam: Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork. Without plasticizer. RCC M20

Supplying , fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specification. (b) without other make ISI Marked TMT rebar, for drain cross beam

Mr. Rajkumar Boro