C O Link road to Village Bathol in Km 0 00 to 1 745

Amount

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 completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges

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 HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges

Providing, laying, spreading and compacting stone aggregates of specific sizes 90m to 45mm (ninety millimetre to forty five millimetre ) grading-I 100mm( hundred millimetre)consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size13.2mm(thriteen point two millimetre) nominal size at the rate 0.27 cum (zero point twenty seven cubic metre) and binding materials at the rate 0.08 cum (zero point zero six cubic metre) per 10 square merte (ten) and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials

Construction of unlined surface drain by Manual Means of average cross-sectional area 0.40 sqm (zero point four zero square meters) in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with in all lead and lift as per Technical Specification Clause 307 (three zero seven) including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

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