Restoration of damage on Nurpur Sanjhi Nallah Lahru Tunnuhatti road Km 15/390 to 25/00 (under PDNA

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.

Providing and laying mechanically mixed and vibrated plain cement concrete in all type of structure as per drawing and MORD technical specification section 800, 900 ,1200 and 1600 for nominal mix 1: 5: 10 (one cement isto five sand isto ten graded crushed/broken stone aggregate 40mm (forty millimetre) nominal size and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including the cost of form work in retaining walls, breast walls etcetera as per the 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.

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 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 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 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 boulder apron laid in wire crates with 4 mm (four milimetre) dia G.I wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) each as per drawing technical specifications Clause 1301 and as per direction of Engineer-In-Charge including carriage of materails with in 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 laying mechanically mixed and vibrated plain cement concrete in all type of structure as per drawing and MORD technical specification section 800, 900 ,1200 and 1600 for nominal mix 1: 3: 6 (one cement isto three sand isto six graded crushed/broken stone aggregate 20mm (twenty millimetre) nominal size and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including the cost of form work in retaining walls, breast walls etcetera as per the 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.

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.