Restoration of rain damage on Raipur to Fagot Road Km 0/0 to 6/350 under PDNA

Excavation in hilly area in all heights and depths and in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil ,ordinary roack,soft rock ,hard roack chieseling ,wedging out rock (where blasting is probihitted )and their intermediate classification of soil compelet including setting out true to the require lines,grades,width ,cutting and trimming of side slopes and levels as shown on the drawings and as direction of engineer-in-charge at site ,according to the technical specification section 300 and 1600 and sorting out useful material and stacking the same within all leads liftts in acquired width of road and transportation of un-usal materials for filling in roadway camber ,embankement for grade improvements abd disposal of all surplus material to dumping site is to be selected by the contractor at his own level in private land only through all modes of transportation including head load or animal transpot or mechanical means alongwith its leveling fine dressig and carriage of machineries material,tool ,equipment and safety measures and other incidental necessary to complete the work by contractor .

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 plain cement concrete 1:4:8 (one cement is to four sand isto eight graded crushed stone aggregate with nominal mix in open foundations complete as per drawing and technical specifications clauses 802, 803, 1202 & 1203 and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax,GST or any 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 or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-15 (M-Fifteen) Nominal mix 1:2½:5 (one cement : two and half sand : five graded crushed stone aggregate (40mm) forty millimeters nominal size) on ground or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying concrete, for all heights/depths and any quantum of water,in concrete cradle bedding Type-A including cost of form work and curing complete as per drawing and MORD technical specification section 800, 900, 1100 and 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.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub structure Grade-M-20 (M-Twenty) designed mix with cement contents not less than of 350 kgs. (three hundred fifty kilograms) per cubic meter with 20mm (twenty millimeter) nominal size graded crushed stone aggregate in Bed Block, Dirt wall etcetera for all heights/depths, including cost of form work and curing complete but excluding the cost of reinforcement for reinforced concrete work as per drawing and MORD technical specification section 800, 900 & 1200 and 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.

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-2 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.

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.