CRC-DTRD-172- Sushila Path

Amount

Scarifying the Existing Bituminous Surface to a depth of 150 mm by mechanical means.

Water Bound Macadam II (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 Tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the interstices of coarse aggregates, watering & compacting to the reqd. density ( With an initial lead of 5.00 Km).

Water Bound Macadam III (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 Tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the interstices of coarse aggregates, watering & compacting to the reqd. density ( With an initial lead of 5.00 Km).

Providing and laying of Imnterlocking Concrete Block Pavement with M40 Grade of concrete blocks having thickness 80mm as per technical specification Clause No.1504 complete including carriage. A) Including Edge block /Edge restraints.

Stone Masonry Drain & RCCFoot Path Cum Drain : Dismantaling of Structures (Dismantaling of existing strucrures like culverts, bridges, retaining walls and other structures comprising of masonary , cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking the serviceable materials with all lift & lead of 1000m. A) Dismantling of Stone Masonry.

Removal of unsuitable soil including excavation, loading & disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid seperately as per clause 303.5.2 as per technical specification.

Labour for removal of mud, soil, silt from the road surface/ debris from road side drain deposited at road side for removal after excavation upto 5.00 km out side the city areas etc. by truck carriage including clearing sweeping the road surface as necessary loading and unloading with aii labour and materials atc. as directed by the deptt.

Providing and laying of dry rubble flooring complete as per drawing and technical specifications clause No.1303.3.

Providing concrete for plain/reinforced cement concrete in open foundations omplete as per drawing and technical specifications clause No.802,803,1202 & 1203. (A) With crushed stone. PCC Grade M 15.

Stone Masonry work in Cement Mortar 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 specification.

Plastering with cement mortar (1:3) for substructure complete as per drawing and Technical specification.

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.(A) Ordinary soil up to 3.00 m depth (I) Without dewatering.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar ( Other ISI approved TMT reinforcement bar ) (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specifications, Clause No.1002, 1005, 1010 & 1202.

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (e) RCC Grade M20. (a) Height upto 5.00 m.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

KHAGENDRA NATH SARKAR