Construction of Link road village Jaswi Up to Kanari Km 0/0 to 3/00.

Cutting in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work, jumperwork and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required, setting out to the required lines, levels as shown on the drawing and directed by the Engineer-in-Charge at site., according to HP.PWD specifications of 1990 ( One thousand nine hundred ninety) volume-I (One) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor at his own cost) as per satisfaction of Engineer - in - chrage through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and with all kinds of lobour , machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All usefull material, such as stones, shingles, aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used / removed as per the direction of the Engineer -in- Chrage. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. Note:- The contractor has to stock at least 419.71(Four Hundred Nineteen point Seventy one) Cubic meter of stones along with road and road over to the department other wise recoverd of un stacked quanitity will be recoverd @ of Rs. 300/- ( Three hundred ) per Cubic meter.

Earthwork in excavation in all heights and depths in all kinds of soils for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.1:4:8 (One cement: Four Sand:Eight graded stone aggregate)25mm nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 ( Six hundred) mimlimetre 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 (One thousand two hundred four point three point eight) within all leads lifts.and carriage of material as per the direction of the Engineer Incharge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.including carriage of materials in all leads and lifts as per direction of Engineer-in-Charge