Restoration of damage on Chowari to Kainthly road Km 0/0 to 12/570

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra 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 M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST.

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 and as per the direction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing, laying, spreading and compacting by mechnical means of crushed stone aggregate size 53mm to 22.4mm ( fifty three millimetre to twenty two point four millimetre) Grading-III [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 K.N. (eight to one hundred) 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 0.18cum (zero point one eight cubic metres) per ten square metres and 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 the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental. The rate includes octroi, royality, Malkana, toll tax or other taxes imposed by the Government but excluding GST.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydroulic brooms and spraying primer with bitumen emulsion pressure distributor at the rate of 0.85 kg (zero point eight five kilogram) per square meter as per MORD Technical specification section 500 as per the 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 or other taxes imposed by the Government but excluding GST.

Providing and applying tack coat on the prepared granular surface treated with primer and cleaned with hydraulic broom and spraying tack coat @ 0.275 Kg (Zero decimal two seven five kilogram) per Square metre as per MORD technical specification section 500, and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.

Providing and laying 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 and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.

Providing and laying 25mm (twenty five 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 and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in open foundation for all type of structure complete using plain cement concrete nominal mix 1: 3: 6 ( One cement isto three sand isto six graded crushed/broken stone aggregate 40mm (forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

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 and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.

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.and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST.