CRC-EGTRD-290-R

Amount

Excavation in soil by manual means : (a) Excavation for road way in soil using manual means including loading in truck for carrying of cut earth to embankment site with lifts and lead upto 1000 metres.

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. Grading -III Cl405. (A) By Manual means.

Providing and laying Interlocking Concrete Block Pavement (ICBP) with M40 grade concrete blocks having thickness 80 mm & having compressive strength of 40N/sqm as per technical specificatio clause 1504 complete ( including carriage ) including Edge Block/ Edge restraints.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&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.

RCC Drain withLoad bearing Slab: (Earth work in excavation of foundation of structures as per drawing and technical specification,Cl. 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling the trenches with excavated suitable materials.(1) Ordinary Soil (A) Manual means (I) Upto 3.00 m depth.(Without dewatering).

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2.

Providing & laying dry rubble flooring complete as per drawings and technical specification, clause No.1303.2.

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

Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and technical specifications. TMT IS 1786 (Fe-500 D) Secondary producer (ISI Approved).

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M 20. (a) Height upto 5 m. Case-1 using concrete mixer.

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 force. Complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, clause No.1204.3.8.

BILALUDDIN AHMED