Restoration of damages due to laying of OFC on Shahpur Sihunta Chowari road Km 47/00 to 53/00

Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 and direction of Engineer-in-charge including carriage of all labour, equipments and materials to various location through all modes of transpotation including all leads and lifts and other incidenta. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub base by providing well graded materials mixing in a mechnical mix plant at OMC and carriage of mixed material to site of work in all lead and lifts , spreading in uniform layer with motor grader compacting with smooth wheel 80-100 (eighty - one hundred) kN static roller to achieve the desired density, as per MORD Specifications clause 401 and as per the directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidental. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, stone aggregates of Grading-III, 53mm to 22.4mm (fifty three to twenty two point four millimeter) size to water bound macadam specification including spreading in uniform thickness, using template, hand packing motor grader, rolling with three wheeled roller 80-100 (eighty to hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.18cum (zero point one eight cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification section 400 and as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 Kg (zero point eighty five killograme) per square metre using mechanical means as per technical specification Clause 502 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two hundred seventy five killograme) per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. or as directed by the engineer-in-charge including carriage of materials within all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, GST and any other taxes imposed by the Government.

Providing and laying 30mm (thirty milimetres) thick compacted thickness bituminous concrete with minimum 100-120 (one hundred to one hundred twenty) TPH hot mix batch type plant with electronic control grading-II using crushed aggregate 13.2 mm (thirteen decimal two millimetre) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity grade-Ten) at the rate of 5.5% (Five point five) percent of mix weight and using cement as filler with quantity not less than 2% ( two percent) by weight of total aggregate or as per design mix transported to site, laid with sensor paver finisher hydraulic with sensor control to the required grade, level and alignment, over a previsiouly prepared surface and rolling complete with smoth three wheel roller 8-10 (eight to ten) tonne capacity for initial break down rolling and vibratory roller 8-10 (eight to ten) tonne capacity or pneumatic tyre roller of 12-15 (twelve to fifteen) tonne with tyre pressure of atleast 0.56 MPa (Zero decimal five six) for intermediate rolling and finish rolling with 6-8 (six to eight) tonne smoth wheeled tandom roller to achive the desire compaction as per MoRTH technical specification section 500 complete in all respect or as directed by the Engineer-in-charge including carriage of material within all leads, lifts, and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying of hot applied thermoplastic compound paint 2.5mm (two point five millimeter) thick including reflectrosing glass beads @ 300 gms (three hundred grams) per square meter area , thickness of 2.5mm (two point five millimeters) of surface applied glass bead, all by road marking machine. The finished surface to be level, uniform and free from streaks and holes, complete as per IRC:35 and MORTH technical specification clause 803.4 including carriage of materials within all leads and lifts and other incidental.The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and fixing 3 m or equivalent raised reflective pavement markers (Cat eyes) plastic body moulded from ASA (Acrylic Styrene Actrylonitrite) or HIPS (High Impact Polystyrene) or ABS or any other plastic with superior mechanical properties. The marker shall support a load 13635 kgs (Thirteen thousand six hundred thirty five kilograms) tested in accordance with ASTM D-4280 Reflective panel shall be single or dual prismatic cubes capable of providing total internal reflection Lens shall be moulded of methecrylate confirming to ASTM D-788 or equivalent Slope of retro-reflective shall be 35+/- 5° (Thirty five plus/Minus five degree) to base minimum area of each retro-reflective surface should not be less than 13 sq.cm (Thirteen Square Centimetres) marker height shall not exceed 20 mm (twenty millimetres) width not to exceed 130 mm (One hundred thirty millimetres) and base shall be flat within 1 3mm (One decimal three millimetres) Markers shall be fixed with two numbers shanks using two compound epoxy and no nails shall be used to affix the marker and shall be marked with manufactures name. The work shall be executed as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock, hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150 mm (one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.