C/o Link road Khillian Society Centre Primary School to Main road (SH- P/L GR-I, GR-II. GR-III, Tarring in Km. 0/500 to 1/000 )

Amount

Preparation of sub grade by dressing to camber (earth work for cutting involved for sub grade to be paid for separately depending upon the classification of soli completed as per HP.PWD specification with in all leads and lifts as per direction of Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etc. with earth of quarry soil etc. and rerolling the sub grade completed as per H.P.PWD specifications with in all leads and lifts as per direction of Engineer-in-Charge.

Granular Sub base course/base course/ surface course with local materials (Table 400.13) by mixing in place method normal construction of g Granular l sub base course by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clauses 101.4 as per technical specification using clause 408 with in all leads and lifts as per direction of 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 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 2 as per Technical Specification Clause 405By machnical Means with in all leads and lifts as per direction of 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 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 with in all leads and lifts as per direction of Engineer-in-Charge.

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 with in all leads and lifts as per direction of Engineer-in-Charge.

P/L a priming/ tack coat with bituminous VG-10 @ 0.35 kg/ sqm on bituminous/priming surface, the surface shall be swept clean with the mechanical broom and high pressure air jet or by other means as directed by the Engineer-in-Charge as per IRC 16- 2008 clause 4.3.4, 4.3.4.4.3.4.2 and 4.3.5 with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 80 -100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level, grade and cross fall using type A, type B and type C as per technical specification clause 510 with in all leads and lifts as per direction of Engineer-in-Charge.

shubham govt.contractor

AMANDEEP KALIA GOVT. CONTRACTOR