Restoration of rain damages on Salooni to Galh road K.M. 0/0 to 7/500

Amount

Earth work in excavation for structures in all depths as per drawing and M.O.R.D. technical specification section 300 and 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness blind age and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.The rate is including octroi, royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying boulder apron laid in wire crate with 4mm dia G.I. wire confirming to IS 280 and IS 4826 in 100 mm x100mm (hundred milimeters into hundred milimeters) mesh(woven diagonally) including 10%for laps & joints laid with stone boulders weighing not less than 40kg (forty kilogram) each in toe walls as per drawing and MORD technical specifications clause 2503 and as per direction of the Engineer - in -Charge including carriage of materials within all leads and lifts and other incidental. The rate also includes octroi,royality, maikana, toll tax sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concerte nominal mix 1:4:8 (one cement is to four sand isto eight graded crusted stone agreegate 40 mm (forty millimetre) nominal size in or undr water and curring complete for 14 (Fourteen) days, in open foundations for all type of structure and the like drain etcetera including pumping or bailing out water (Surface and sub soil water) dewatering for all depths any quantum of water including removal of slush which may arise at the time of laying under water complete for all height/depths including the cost of form work complete as per drawings and MORD technical specification clauses 802, 803, 1202 and 1203 or as directed of the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Girdhari Lal

Sanjay Sharma

Vikas Verma