R/R Damages on Seri Shout road Km 0/00 to 19/00(SH C/O R/Wall at RD 10/00 to 10/015, 10/135 to 10/150, 11/390 to 11/400, 11/425 to 11/440, 11/545 to 11/565, 11/780 to 11/795, 17/310 to 17/325, 17/600 to 17/620, 17/850 to 17/865, 17/540 to 17/550, 18

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 stamps and other deleterious materials and desposal up to any lead dressing of side and bottom and back filling in trenches with excavated suitable materials ordinary soil upto 50 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 1:4:8 (one cement : four course sand : eight graded stone aggregate) in open foundations complete as per drawings and technical specifications 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 weepholes in bricks masonry/stone masonry plain/reinforced complete abutment wing wall, return wall with 100 mm (one hundred millimeter) dia PVC pipe extending through the full with the structure with slope of 1(V):20(H) towards drewing face complete as per drawing and technical specification clause 614, 70, 1204.3.7 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.

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 (one cement : two course sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1 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.

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 36.03 cubic metre @ Rs. 300/- per cubic metre amounting to Rs. 10809/- 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.

roviding and Laying, spreading and compacting stone aggregate of specified sizes to water bond macadum spcification i/c spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-2 as per technical specification 405 and as per direction of Engineer-in-Charge including carriage of meatial within all leads, lifts and other incidentals.

Providing and laying primer coat with Bitumen emulsion SS-1 using pressure distributor at the rate of 0.85 to 1.00 Kg/Sqm (zero point eight five to one point zero Kilogram per Square Meter) on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause-503 and as per direction of Engineer-in-Charge including carriage of meatial within all leads, lifts and other incidentals.

Repair of pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm (twenty millimeter) thick pre-mix carpet and seal coat type B specification clause 1904.2 and as per direction of Engineer-in-Charge including carriage of meatial within all leads, lifts and other incidentals.