Restoration of damages on Nurpur Sanjhi Nallah Lahru Tunuhatti Road km 25/000 to 40/810 Under PDNA

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 150mm (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.

Providing and laying mechnical mixed and vibrated concrete for plain / reinforced grade M-10 (M-ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 20 millimeter (twenty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, drain and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering for all depth and any quantum of water including removal of slush which many arise at the time of laying under water complete for all heights / depths includes the cost of form work complete as per drawing and M.O.R.D technical specifications clause 802, 803, 1202 and 1203 or 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 mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:5:10 (one cement isto five sand isto ten graded) crushed stone aggregate 40 mm (Forty millimetre) nominal size in or under water and curingomplete including pumping or bailing out water, dewatering, removal of slush as required at site which may arrise at the time of laying under water complete for all hights / depth including the cost of form work complete in all respect as per the drawing and technical specifications clause 802, 803, 1202 and 1203 and as per direction of Engineer-in-Charge. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Back filling with granular material behind abutments, return walls, wing walls and retaining walls complete as per drawings and MORD technical specification clause 1204.3.8 or 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.

Providing Weepholes in brick masonary / stone masonary / plain / re-inforced concrete abutment, wing wall, return wall, retaining walls with 100 mm (one hundred millimetre) dia meters, PVC pipe exetnding through the full width of the structures with a slope of 1 (one) vertical : 20 (twenty) horizental towards drawing face complete as per drawing and tecnical specification clause 614, 709, 1204.3.7 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.

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 bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder ,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finished to the required grade,level and alignment and rolled to achieve the desired compaction as per technical specification clause 504 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 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.