CRC-DTRD-164

Amount

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material within all lift and lead upto 1000 meatres.

Removal of unsuitable 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 302.3.11 as per technical specification.

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 Smooth Wheel roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density as per technical specification III) WBM Gr.III by manual means ( with an initial lead of 5.0 km.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor (Including cost of testing of material at site and laboratory as directed by the deptt.)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Providing and laying of interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including all lead and lift complete as per technical specification and as directed.(Including edge Restraint) (a) 80 mm thick interlocking precast block having compressive strength 40N/ sq.mm.

Guard wall Earthwork in excavation for foundation of structuires…, Ordinary soil (i) Above 3.00m depth

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. (388.50+240.00+705.18)

Dry rubble flooring, Providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

Providing concrete for plain / reinforced concete in open foundations complete as per drawin & Technical specification.PCC grade M10, Nominal mix 1:3:6

Stone masonry in cement mortar 1:3 for as per drawing and technical specifications Clauses 700 and 1208.4

Providing weep holes in Brick masonry Plain/Reinforced concrete abutment, wing wall / the full width of the structure...

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.

Raising of Guard wall : Stone masonry in cement mortar 1:3 for as per drawing and technical specifications Clauses 700 and 1208.4

M/S MORAMI ENTERPRISE

UTTAM CHOUDHURY

RABIN DEKA