Special Repair to NH 305 Sainj Luhri Aut Road Km 63.00 to 94.800 in the State of Himachal Pradesh.

Earth work in excavation of foundation of structures such as Retaining walls, Breast walls & culverts in all kinds of soils including spade work, pick work, jumper work, blasting work in soft & hard rock and their intermediate classification of soils including chiseling and wedging out of rock with in all depths and lifts including bailing out of water, wherever required as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matters dressing of sides and bottom, back filling,the excavated earth to the extent required and utilizing the remaining earth locally for road work as per MORT & H specification 301 & 304 latest revision complete in all respects including carriage of material and equipment in all leads and lifts with all modes of transportation. Any loss to the public/private property during course of execution shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases as per directions of Engineer-in -charge.

Excavation for roadway in soil by mechanical means for hill side drain including cutting and transporting/ lean the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, dimesions and other particulars as per MORT & H specification 301 & 304 latest revision complete in all respects including carriage of material and equipment in all leads and lifts with all modes of transportation. Any loss to the public/private property during course of execution shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases as per directions of Engineer-in -charge.

Providing and laying mechanically mixed & vibrated M-15 (fifteen) Plain cement concrete containing minimum contents of cement @ 5.50 (five point five zero) bags per cubic metre complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts ,drains ensuring non segregation and curing complete as per MORT & H specifications No. 1500, 1700 & 2100 including carriage of materails and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In -Charge.

Providing and laying mechanically mixed & vibrated M-25 (Twenty FIve) Reinforced cement concrete containing minimum contents of cement @ 8.06 (EIght point zero six) bags per cubic metre complete in all depth as per drawing and technical specification in Culverts etc ensuring non segregation and curing complete as per MORT & H specifications No. 1500, 1700 & 2100 5th revision including carriage of materails and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In -Charge.

Providing and laying mechanically mixed & vibrated M-30 (Thirty) Plain cement concrete containing minimum contents of cement @ 8.10 (EIght point one zero) bags per cubic metre complete in all depth as per drawing and technical specification in Culverts etc. ensuring non segregation and curing complete as per MORT & H specifications No. 1500, 1700 & 2100 5th revision including carriage of materails and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In -Charge.

Supplying, Fitting and Placing FE 500(five hundred) TOR steel Reinforcement in culverts etc as per Technical Specifications complete as per MORT & H specification 1600, 2200 latest revision including carriage of materials and equipments in all leads and lifts with all modes of transportation to the satisfaction of the Engineer - In -Charge.

Providing and laying of boulders apron laid in wire crate made with 4 mm ( Four milimetre ) thick G.I wire confirming to IS 280 and IS 4826 in 100x100 mm( hundred into hundred milimetre) mesh (Weaved diagonal) in all heights and depths including 10% extra for laps and joints laid with stone boulders including carriage of materials by mechnical transport in all leads and lifts confirming with the MORTH Specification ( Latest revision) and as per direction of the Engineer-in-Charge

Providing & fixing weep holes in plain cement concrete Retaining wall, Breast wall, abutments and return walls with 100 mm (one hundred milimetre) dia PVC pipe, extended through the full width of the structure with slope of IV: 20H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge.

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of not less than 600mm (Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.104 of IRC 78 & 2200 5th revision with in all leads and lifts through all mode of transportation and as per the entire satisfication and direction of Engineer -in-Charge.

Providing and erecting a "Thrie" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811 including all leads and lifts with all modes of transportation as per the direction of the Engineer-in-Charge.