Vidhayak Nidhi Construction Of Community Hall At Hanuman Tempal. ward No. 02. Zone 07 File No. 140/26X3/3. 3rd Call

Earthwork in excavation for foundation, trenches for pipes/cables or drains etc. by mechanical means/ manual means (exceeding 30 cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50 m. Disposed earth to be levelled and neatly dressed. All Kind of soil

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and overlaps upto 12 mm horizontal / inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5 m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS:13920; IS 456 & SP: 34) etc. complete.

Kota stone 25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of 1:4 cement mortar (1 cement : 4 course sand) (minimum size of kota stone 2.0 sqft)

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or plywood shuttering for: Foundations, footings, bases of columns, etc. For mass concrete.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Brickwork with well burnt chimney bricks in bulls patent trench kiln, crushing strength not less than 25 kg / sq cm and water absorption not more than 20% in foundation and plinth. Cement mortar 1:4 (1 cement : 4 coarse sand)

Steel work in builtup M.S. tubular section (round, square or rectangular Hollow tube etc.) trusses/ framework etc. / railing work etc. including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes.

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 PCC Grade M20

12 mm cement plaster of mix : 1:4 (1 cement: 4 sand)