Restoration of damages on Nurpur Sanjhi Nallah Lahru Tunuhatti Road km 15/390 to 25/00 Under PDNA

Excavation in hilly areas in all heights and depths and in all kinds of soil by manual / mechanical means including saturated soil comprising of ordinary soil, ordinary rock, soft rock, hard rock chiseling, wedging out rock (where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required lines, grades, width, cutting and trimming of side slopes and levels as shown on the drawings and as directed by Engineer-in-Charge at site, according to the MORD technical specification clause 302, 1603.1 and 1603.2 and sorting out useful materials and stacking the same within in all leads and lifts in acquired width of road and transportation of un-useful materials for filling in roadways camber, embankments for grade improvements and disposal of all surplus materials to approved dumping sites through all modes of transportation including head load or animal transport or mechanical means alongwith its leveling fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and / labour if required. Recovery of stone 848.60/- cubic metre @ Rs. 300/- only (at the rate of Rupees three hundred) only per cubic metre shall be effected from the contractor running bills on pro-rata basis as per actual quantity executed. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases.

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.

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.

Cement Concrete Pavement construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (grade), coarse and fine aggregate conforming to IS:383 , maximum size of coarse aggregate bot exceeding 25mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion , construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specifications.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 mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight 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.

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.

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 plain cement concrete grade M-15 (1:2.5:5) (one cement isto two point five sand isto five graded) in substructure complete including the cost of form work and curing complete as per drawing and M.O.R.D technical specifications clause 802, 804, 805, 806, 807, 1202 & 1204 nominal mix and 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 mechnically mixed and vibrated concrete for plain cement concrete in catchpit flooring for all type of structure grade M-20 (M-Twenty) nominal mix 1:2:4 (one cement isto two sand isto four gradded crushed stone agreegate 20 mm (twenty milimerter) nominal size and curing complete including pumping or bailing out water, dewatering removal of slush as required at site including the cost of form work as per drawing and MORD technical specification sections 802,803,1202 & 1203 including carriage of material within all leads and lifts and other incidentials.The rate including the octori, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

Providing and laying (to level or slope) 900mm (Nine Hundred millimeter) diameter ISI marked reinforced cement concrete heavy duty non pressure pipes I.S class NP-3 for culverts on first class bedding of granular material in single row including providing and fixing collar with cement mortar 1:2 (one cement : two sand) but excluding the cost of excavation, protection works, back filling, concrete bedding and masonary work in head walls and parapets etcetera as per drawing and MORD technical specification section 1100 as per the direction and the entire satisfaction 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.

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.