Construction of link road from Bhajar to Devidhar km 0/00 to 2/200

Amount

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge

Providing and laying Plain cement concrete 1:6:12(one cement isto six sand isto twelve graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying Nominal mixed and vibrated Plain cement concrete M-10 nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying reinforced concrete pipe IS (Indian Standard) class NP-2 (Non Pressure -Two) of 900(Nine hundred) millimeters internal dia meter for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1;2 (one cement is to two sand ) but excluding excavation ,protection work ,back filling ,concrete and masonary work in head walls and parapets clause 1108 as per drawings and technical specifications MORD including carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying flooring laid over cement concrete beeding complete as drawing and technical specification clause 1303 including haulaging of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. Rubble stone laid in cement mortor 1:3 (One cement Three Sand).

Providing and laying Plain cement concrete 1:4:8(one cement isto Four sand isto Eight graded crushed stone aggregate 20 milimetre( Twenty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications MORD clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.

Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications MORD clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge.

Preparation of sub grade by dressing to camber (Earth work) for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil complete as per H.P.PWD. Specifications incluing carriage of materials within all leads and lift as per direction of Engineer-in-Charge.

Consolidation of sub-grade with power road roller including making the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade complete as per H.P.PWD specification including carriage of materials with in all leads and lift and as per the direction by the Engineer-in- charge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages 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-I as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means

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 80-100 kN static roller in stages 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-II as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means

Providing and applying primer cost with bitumen emulsion (SS-1) on prepared suface of granular base including cleaning of road suface with hydraulic brooms and spraying primer at the rate of 0.90-1.20 kg /sqm (Zero point ninety and one point twenty killogramme) using mechanical means as per Technical Specification Clause 502 (Five hundred two), Medium prosity complete as per HP. PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge..

Providing and Laying 25mm thick Bituminous concrete with 100-120 TPH batch type Hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premix with using Bituminous Binder @5.40 to 5.60 percent of mix and filler, transporting the hot mix plant to site of work, laying with a Hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification Clause No.509 complete.508.including entire carriage of materials upto all leads and lifts and as per thedirection of Engineer in Charge..

Pramod Kumar Sharma