CRC-WGTRD-122- Brindaban Path

Amount

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Construction of Granular Sub-base providing well graded material, spreading in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth Wheel roller to achieve the desired density, complete as per clause 401.(including cost of testing of materials at site and laboratory as directed by the deptt.). (II) Grade II mterial.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling, with -3wheeled steel/vibratory roller 8-10 Ton in stages to prpoer grade and camber, applying and brooming requisite type of screening / binding minding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqired density (With an initial lead of 5.0Km) etc. as per Technical Specification clause 405.By manual means . iii) Grading - III materials

Providing and laying interlocking concrete block pavement with M40 grade of concrete block having thickness 60mm as pet technical; specification clause 1504 complete including carriage. A. Including Edge Block/Edge Restraints.

RCC Load Bearing Drain: Dismantling of existing structures like culverts, bridges, retaining wall and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification, Cl. No202, (B) Rubble Stone Masonry in cement mortar.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of Shoring & bracin, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.1. Ordinary soil (i) (Up to depth 3.00 m. )

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring at cross drainage works for relatively less important works.

Providing Concrete for Plain/reinforced cement in open foundation complete as per drawing and Technical specification. Clause No-802, 803, 1202 &1203. (A) With Crushed Stone PCC Grade15.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinfoircement bar (SAI/BISCON/ THERMAX or equivalent) in Sub-structure complete as per drawing and technical specifications Clause 1002, 1005, 1010 & 1202.

Plain reinforced cement concrete in Sub structure complete as per drawing and technical specification and steel shuttering formwork. E) RCC M20 a) Height upto 5m. Case 1.

Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per drawing and technical specification.

Back filling behind the abutment, Wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials

Providing and fixing of retro-reflectorised cautionary, mandetory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide Cl. 1701.2.3, fixed over aluminium sheeting, 1.5mm thick GI Pipe 50 mm dia firmly fixed to the ground by means properly designed foundation with M 15 Grade cement concrete 450mmx450mmx600mm, 600mm below Ground level as drawing and Technical specification, Clause 1701. iv) 80cmx60cm rectangular.

Providing and laying of Hot applied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35, The finished surfce to be level, uniform and free from steaks and holes conforming to the MoRT&H specifications.

Providing reflective Pavement marker wih micro prismatic lens in both directions having thertmo plastic body adhering to the specifications and guide lines of the MoRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Planting iof trees and their maintenance for three years ( Planting iof trees by road sides (Avenue trees) in 06 0 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard /sludge manner, planting the saplings, back filling the trenches, watering, fixing tree guard and mainting the plans to three years.

Prakash Kumar Medhi