Restoration of rain damages on village road from main road towards land of Damnu Ram km 0/00 to 5/000 at village Gharopura ward No. 05 in Gram Panchayat Kaned in Tehsil Dharamshala Distt. Kangra H.P.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government

Construction of 150mm (One hundred fifty millimetre) compacted thickness granular sub-base by providing well graded materials, as per table 401 spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government

Providing, laying, spreading and compacting by mechanical means crushed stone aggregate size 63mm to 45mm ( sixty three millimetre to forty five millimetre) Grading-II [75mm ( seventy five millimetres) consolidated thickness) to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.20 cum ( zero point two zero cubic metres) per ten square metres and binding material at the rate of 0.06 cum ( zero point zero six cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per approved drawing, design and specifications and as per directions and entire satisfaction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is inclusive of octroi, royality, malkhana, toll tax, sale tax, GST or any other taxes imposed by the Government.

Providing and Laying mechanically mixed and vibrated plain cement concrete as per drawings and MORD technical specifications section 800, 900, 1200 and 1600 nominal mix 1:4:8 (One cement isto Four sand isto Eight graded/crushed stone aggregate) 40mm (Forty milimetres) nominal size) for all type of structure including cost of form work and curing complete as per the direction of Engineer-in-charge including carriage of material, within all leads, lifts of materials and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST and any other taxes imposed by the Government.

Providing and laying Cement concrete for M -20 ( twenty) desing mix as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2:4 (One cement isto Two sand isto Four graded/crushed stone aggregate) 20mm (Twenty milimetres) nominal size in road work including entire carriage of materials and within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.