Construction of Machher Jabiyana wasni road Km. 0/0 to 8/165(SH Providing and laying soling G-I (WBM) and unlined drain in km 0/0 to 2/0 ).Under SCSP

Amount

Loosening of the ground upto level of 100 mm below the sub grade level watered graded and compacted in layers to meet requirement of tables 300.10 and 300.20 ( three hundred point ten and three hundred point twenty )for sub grade construction clause 303.5.2 ( Three hundred three point five point two )including hauling /carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site,spreading ,grading to required slope and compacted to meet requirement of table 300.20 ( three hundred point twenty )with lead up to 1000 m (one thousand metre )as per technical specification clause 303.10 ( Three hundred three point ten )in all leads and lifts to the entire satisfaction of the Engineer-in-Charge

Providing, laying, spreading and compacting stone aggregates of specific sizes 90m to 45mm (ninety millimetre to forty five millimetre ) Gading-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 ( Four hundred five) 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 of average cross-sectional area 0.2 sqm (Point zero two) in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. by mechanical means as per H.P.PWD. specsification, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts including all incidental charges.

Pawan Kumar

Paramjeet kaur Govt. Contractor

Vijesh Kumar

Rajender Kumar