Various civil construction works pertaining to feeder bays, augmentation of X-mer, addl. X-mer etc. and civil R and M works at various Substation yard and control room under EHT-Construction Division Balaghat.

Various civil construction works pertaining to feeder bays , augmentation of X-mer, addl. X-mer etc. and civil R and M works

3011472 2.6(SOR w.e.f 01.01.2024) 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(SOR w.e.f 01.01.2024) 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

3011694 5.16.6(SOR w.e.f 01.01.2024) 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

3011689 5.16.1(SOR w.e.f 01.01.2024) 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 . Mild steel and Medium Tensile steel bars.(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”)Mild steel and Medium Tensile steel bars.

3011642 5.9.1(SOR w.e.f 01.01.2024) 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(SOR w.e.f 01.01.2024) Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.

3011633 5.1.1(SOR w.e.f 01.01.2024) Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete

3011532 2.24(SOR w.e.f 01.01.2024) 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.

3011536 2.27.1(SOR w.e.f 01.01.2024) Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)