Institutional (Public) Building Construction Site Details.pptx

Field training for construction activities at a school as a public building provides practical experience and firsthand insight into the various aspects of the construction process. This training is essential for understanding the complexities and requirements involved in building a safe, functional, and compliant educational facility. Key Components of Field Training are site orientation and safety protocols, regulatory compliance and building codes, construction techniques and practices, sustainable construction practices, specific requirements for educational buildings, project-elect management and collaboration, etc. Field training for construction activities at a school as a public building provides invaluable practical experience and knowledge. It equips trainees with the skills needed to ensure that the construction process is carried out safely, efficiently, and in compliance with all regulatory and educational requirements. This hands-on training is essential for developing a comprehensive understanding of the construction industry, particularly in the context of public and educational buildings.

1. Presentation on Civil Engineering- construction site training

2. CONSTRUCTION SITE DETAILS Name of building: Ashram School, Ashta. Location: Anand colony, Ashta. Floors: G + 3 Columns: 36 Purpose: School. Area: 6000 sq.ft Project duration: 4 years. Client: Sant Dnyaneshwar Shikshan Sanstha. Engineer: Mr. Sanjay Patil. Site engineer: Mr. Akshay Patil. Architect: Mr. Prakash Jadhav. Structural consultant: Dr. A.B.Kulkarni.

3. WORKING DRAWING- BRICKWORK

4. DAY 1 TO DAY 7- BRICKWORK Materials required: Bricks, Cement, sand, water. Type of brick : Burnt clay brick. Sizes: 9”x6”x4” & 9”x4”x4” Proportion used: 1:6 (Cement: sand) Morter thickness: 1” to 1.5” Water : required per (50kg) bag of cement...20-30 litres. Bond type: Flemish bond. Work done: Secondary capacity (2 rooms), bathrooms(6x2) Manpower: Site engineer: 1 Male labour: 5 Female labour: 2 Equipments used: Trowel, spade, float, pan, plumb bob, bucket, wheel borrow.

5. Preparation of morter Brickwork of secondary capacity(R1) Brickwork of secondary capacity(R2) Brickwork of toilet & bathrooms BRICKWORK

6. DAY 8 TO DAY 14 - PLASTERING Materials required: Cement, sand, sea sand, water Equipments required: Trowel, spade, bucket, float. Safety equipments used: Helmet, hand gloves, shoes. Mix proportion used as: a) For external wall- 1:4 b) For internal wall- 1:6 c) For sealing- 1:4 Thickness of plastering: 1’’ to 1.5’’ Manpower: Site engineer: 1 Male labour: 6

7. Plastering of secondary capacity(R2) Internal wall plastering Mixing Internal wall plastering PLASTERING

8. DAY 15 TO DAY 21- DADOWORK Material details: Tile: 600x600x7 mm. Vitrified-Ceramic type (Rs.56 per ft 2 ) Cement: Chettinad, PPC, 43 grade. (Rs.320 per 50 kg bag) Chemical(Mapie) : RS.1305 per 20 kg bag Vetra glue: 20 g bottle ,Rs.50 , Spacers: 4 mm,100 pcs, Rs.125 Equipment details: Spade, bucket, pan, trowel, hammer, tile cutting machine, marker, clamps. Manpower: Site engineer-1 Contractor-1 Male labour-4

9. Spacers- 50 nos/pack Mapei hemical-20 kg bag Vetra- fevibond Dadowork for bathroom Use of clamp DADOWORK

10. DAY 22 TO DAY 28-BEAM AND SLAB REINFORCEMENT Slab reinforcement details: Steel: Rajuri 550 25 mm cover (tile cut). These are to be put after 4 bars interval. Main and distribution bars: 10 mm and 8 mm bars. Material and equipments: Steel bars, binding wire, hook, die( for steel bar bending) Slab type used: One way: L/S>=2 Two way: L/S<2 (In place of toilet and bathrooms) Beam r einforcement details: Steel: Rajuri 550 Beam size: 650×230 (Cover 100 mm) Stirrup dimension : 10 mm. Anchor: 16 mm Bottom Bars: 25 mm. Distance between two stirrups: At end: 100 mm. At centre: 175 mm. Cover: 25 mm Material and equipments: Steel bars, binding wire, hook, die(bar bending rod).

11. Spacing between bars: 100 mm Slab reinforcement Arrangement of beam Construction of two way slab Construction of one way slab REINFORCEMENT

12. Slab work details: Slab thickness: 150 mm.(total). Equipment details: Vibrator: 2 Hammer for reinforcement fitting: 4. Wheel borrow: 3 Pole: 1 Wheel borrow lifting machine RMC plant. Concrete used: M25 Grade(Mix proportion - 1:1:2). Total labours: 20 Working hours given for slab: 9 hours. DAY 29 & 30- MATERIAL IMPORTATION AND SLAB WORK Importing Materials: Cement: Chettinad Grade: 43, PPC 1520 bags(Rs.320 per bag) Sand: 3- 4 brass Aggregate: 4 brass Binding wire: 12 kg Formwork: As per requirement (At rent) Wooden board: 10 ft, 4 nos.

13. Material importing: Slab work: