AMP for Panoh barrian alyon road KM 0 0 to 6 0

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification PCC 1:4:8

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 P.C.C. Grade M 15 Nominal mix (1:3:6)

Providing and laying filter media with granular crushed aggregate as per specification to thickness of not less then 600 mm with smaller size towards the soil and bigger size towards the walls and providing over the entire surface behind abutment, wing wall, retaining walls to the full height, completed to firm condition complete as per drawing and technical specification clause 1204.3.8.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular materials in single row including fixing colour with cement mortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 mm dia

Providing weep holes in brick masonry /stone masonry plain/ reinforced concrete abutment, wing wall, Retaining wall with 100 mm dais PVC. pipe expending through the full width of the structures with slopes of 1 (V):20 (H) towards drawing face complete as per drawing and technical specification clause 614,709,1204, 3.7.

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 static to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405By machnical Means

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 – 1.0 kg/sqm using mechanical means.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared and hungry bituminous cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying Bituminous Concrete with 100-120 TPH batch type hot mix plant providing of 75 tonne per hours using crushed aggregate of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mixer and fillers, transporting the hot mix to work site laying with hydrostatic paver finisher with cencer control to the required grade , level and alignment, rolling with smooth wheeler, vibrating and fonder roller to achieve the desired compection as per MORTH specification clause-509 complete in all respect ( 30 mm. thick)

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. by Mechanical Means

Hardeep Singh Bedi