C/O Lakhang Temple Ground at Nako in District Kinnaur (HP (SH- Providing and laying WBM G-I, G-II and Metalling and Tarring

Amount

Consolidation of sub grade with road roller including making good the undulations etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD Specifications and as per the Engineer-in-charge within all leads and lifts and other incidentals.

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 (Eighty to One hundred) kN static roller in stages to porper 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 1 as per Technical Specification Clause 405. By Manual Means. 90 to 40mm (Ninty to forty millimetre) size, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of 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 (Eighty to One hundred) kN static roller in stages to porper grade and camber, applying and brooming, crushable screening to fill- up the interstices of coarse aggregate, watering and compacting to the rerquired density grading 2 as per technical specification clause 405. By Manual Means. 63 to 40mm size (Sixty three to forty millimetre), including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and applying primer coat / tack coat with Bitumen (VG-10) at the rate of 1.00 kg per sqm (One kilogram per square metre) on the prepared surface of granular base including cleaning road surface with Hydraulic broom as per Technical Specification Clause 503, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing, laying and rolling of open-graded premix carpet of 20mm (millimeter) thickness composed of 13.2mm (millimeter) to 5.6mm (millimeter) aggregate using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plaint, laying and rolling with a three wheel 80/100 KN static roller capascity, finished to required level and grades to be followed by seal coat of Type B as per technical specifications Clause 508. By manual means, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510. By manual means VG-10, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.