R/O rain damages on Gabarmod to Dharmana 0/0 to 9/160 (SH C/O Missing 900mm dia NP-2 HPC at RD 0/350 to 0/750)

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and racing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with suitable material. Ordinary soil up to 3 mtr depth including carriage all labour, equipments and materials to various locations through all modes.

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 stone agreegate 40 mm (forty millimetre) nominal size). including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge

Providing and laying cement concrete grade M 10 (Ten) nominal mix 1:3:6 (one cement:three sand:six graded stone graded stone aggregate 20 mm (twenty milimeter) nominal size)concrete for plain/reinforced concrete in open foundations complete including form work as per drawings and M.O.R.D. 2014 technical specifications Clause 802, 803, 1202 & 1203 and section 800 & 1200 including carriage of materials with in all leads and lifts and other incidentals as per the direction of the Engineer-in-Charge. The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1106. 900 mm dia including carriage of labour, material and equipments with all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8. including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge.