Restoration of rain damages on Link road to village Dharmana km 0/0 to 9/160 (SH- Patch work between km 4/00 to 9/160, P/L interlocking paver in km 4/380 to 4/430, 4/660 to 4/700, 5/400 to 5/420, 6/700 to 6/720,

Amount

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means,including carriage of all labour materials to various location through all modes of transport in all leads ,lifts andall incidental charges.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502,including carriage of all labour materials to various location through all modes of transport in all leads ,lifts andall incidental charges.

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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including carriage of materials within all leads and lifts as per the direction of Engineer in charge.

Providing, laying Bitumen concrete with 100-120( Hundred-one hundred) TPH batch Type hot Mix plant producing on avrage out put of 75( Seventy Five) tonne per hours using crushed aggregates of specified grading, premixed with bitumenous binder @ 5.4 to 5.6( Five point four to five point six ) percent of mix and filter transporting the hot mix plant to work site laying with hydrostatic paver finisher with sensor controlled to the required grade, level and alignment, rolling with smooth wheeled , vibrating and fonder roller to achieve the desired compection as per MORTH specification clause-503 complete in all respect ( 25 mm thick) including carriage of materials within all leads and lifts as per the direction of Engineer in charge.

Earthwork in excavation for structures 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil Upto 3 m depth)

Providing and Laying cement concrete 1:5:10 graded stone aggregate 40 mm nominal size and curing complete exlcuding the cost of farmwork for plain/reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm as per drawing and HP.PWD technical specifications, including carriage of all labour materials to various location through all modes of transport in all leads ,lifts andall incidental charges.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of all labour materials to various location through all modes of transport in all leads ,lifts andall incidental charges.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Granular material )including carriage of all labour materials to various location through all modes of transport in all leads ,lifts andall incidental charges.

Providing concrete for plain concrete in open foundation complete as per drawing and specification clause 802,803,1202& 1203.PCC Grade M-20 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge

Preparation of sub grade by dressing to camber ( work)for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD Specifications. stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge

Consolidation of sub-grade with road roller including ,making good the undulation etc. with earth or quarry soil etc, and re-rolling the sub-grade completed as per HP.PWD Specifications stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge.

Providing , laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix (Pug mill) Carriage of mixed materials by tipper to site laying in uniform layers in Sub base/base course on a well prepared sub base and compacting with smooht wheel roller 80-100KN weight to achieve the desired density including lighting brricading and maintenance of diversion etc as per table 400.11 and 400.12 and technical specification clause 406 including carriage of materials through all modes of transportation whin all leads and lifts and other incidentials

Providing and laying concrete block (IS I make only) Pavement having thickness 80 mm as per drawing and Technical Specification Clause 1504 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge

Earthwork in excavation for foundation of structures up to 3 mtr depth caluse 1104 as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge

Providing concrete for plain concrete in open foundation complete as per drawing and specification clause 802,803,1202& 1203.PCC Grade M-20 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge

VIRENDER SHARMA

Hardeep Singh Bedi