Construction of Ladies Toilet at TLM office building Satna, Rewa, Sidhi and Shahdol including external internal water supply, sanitation and electrification, etc.

Construction of Ladies Toilet at TLM office building Satna, Rewa, Sidhi & Shahdol including external / internal water supply, sanitation & electrification, etc.

3011472, 2.6, Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

3011580, 4.1.2.3, Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate

3011576, 4.1.1.3, Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 – Grade concrete

3011777, 6.5.2 , Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. Cement Mortar 1:6 (1 cement: 6 sand).

3011532, 2.24, Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3011537, 2.27.2, Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.

3011694, 5.16.6, Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786

3011642, 5.9.1, Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

3011643, 5.9.2.1 , Centering and shuttering in cluding strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.