C o JE office at Tikkar SH C o Building portion and W S and S I

Earthwork in exavation for structure in all depths as per drawings and technical specification as per clause 305.1 (three hundred five point one) of MORD specifications 300 (three hundred) including setting out construction of shoring and tacing removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filing in trenches with excavated suitable materials. All work of rocks cutting by blasting shall be carried out taking all necessary precautions against soil ersosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and weding out rocks . All earthwork in excavation excuding rock excavation shall be carried out true to lines, grades sides slopes, width camber , superelevation and level as down on the drawings, Disposal of surfaceable cut materials in specified manner on dumping site through all modes of transportation including head loads, animal loads or mechanical means along with its leveling fine dressing and all labour , machineries, materials, tools, equipment and safety measures and incidental necessary to complete. If the founadation of the structure is in an area with stagnant water or water is met with in the excavation due to the spring seepage, rain and other causes shall be removed by suitable diversion, bailing outm or dewatering and the area of foundation or embankment shall bekeptv dry. Any loss to the public and private property during the course of execution shall be absolute responsibility of the contractor which shall have to be the duly compensated by him at his own cost in all cases.

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Foundation, footings basis of columns etc. and mass concrete.

Flat surfaces such as soffit of suspeneded floors, roofs, landing like floors etc. upto any thickness

Beams, cantilever, girder and lintels sides and soffit of beams, beam hunchimg, cantilever, bressumers and lintels in any depth in all height from floor.

Columns, pillars, posts and struts Square, rectangular or polygonal in plan.

Staircases with sloping or stepped soffits excluding landing

Edges of slab and breaks in floor and walls under any width

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in:foundation and plinth including carriage of material within all leads and lifts complete in all respect as per direction and satisfaction of Engineer in charge

Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth as per direction and satisfaction of Engineer in charge

Providing and laying cement concrete work 1:1.5:3 (1 cement : 1.5 sand :3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Foundation, footing basis of column etc. and mass concrete