R/R Damages on Rikki Bahan Gadhiman Road Km. 0/00 to 5/00 (SH C/O PCC R/Wall at RD 3/610 to 3/625, 3/700 to 3/710, 3/780 to 3/805, 3/855 to 3/870, 4/055 to 4/066, 4/345 to 4/355 4/645 to 4/655, PCC B/Wall at RD 3/400 to 3/440, 900 mm dia hume Pipe

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction for shoring and bracing removal of stemps and other deleterious materials and disposal upto lead any meter dressing of side and bottom and back filling in trenches with excavated suitable material ordinary soil upto any depth or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing concrete for plain/reinforced concrete M-10 grade 1:3:6 (one cement : three course sand : six graded crushed stone aggregate) 40 mm (forty millimeter) nominal size for mechanically mixed and vibrated in open foundation and plinths or similar work complete as per drawing and technical specifications MORD Clause 802, 803,1202 & 1203 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing concrete for plain/reinforced concrete 1:4:8 (one cement : four course sand : eight graded stone aggregate) 25 mm (twenty five millimeter) nominal size mechanical mixed and vibrated in open foundations complete as per drawings and technical specifications MORD Clause 802, 803, 1202 & 1203 and curing complete includingg the cost of form work or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

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 works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing 100mm(hundre milimetre) diameter poly Vinyl chloride pipe Weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls return walls and retaining /breast walls etc. extending through the full width of the structure with slope of 1V:20H towards drainage face complete as per drawings and technical specifications clause 614,709 and 1204.3.6 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimeter) 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 height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre (one point five metre) and land upto 1000 meter (one thousand metre) as per technical specification 302.3.5 and 1611 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Construction of unlined surface drain of average cross-section area 0.20 Sqm(zero point twenty square metre) in soil specified lines grades, levels and dimension. Excavation material to be sued in embankment with a lift upto any lead as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.

Excavation in earth work in hilly area by mechanical means all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. 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, in conformity with the requirement of technical specification for Rural Roads August 2004 and Clause 16.2 of general condition for contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery of 65.56 cubic metre @ Rs. 300/- per cubic metre amounting to Rs. 19669/- only, shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.