Engr. Sohag Hosen

Directions

Engr. Sohag Hosen My services :
1. Rajuk all Drawing
2. Rajuk land use clearence
& plan approval help
3. Plot, flat & Joint Venture
( Buy & Sell)

Working Drawing (architectural,structural, electrically & plumbing drawing)
4.

23/03/2026
23/03/2026
āϝāĻĻāĻŋ āφāĻĒāύāĻŋ āĻāĻ•āϜāύ āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰ āĻšāϝāĻŧ⧇ āĻĨāĻžāϕ⧇āύ āϏ⧇āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇ āĻ…āĻ­āĻŋāĻœā§āĻžāϤāĻž āĻŦ⧃āĻĻā§āϧāĻŋ āĻ•āϰāĻžāϰ āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇ āĻāχ āĻŦāĻŋāώāϝāĻŧāϗ⧁āϞ⧋ āĻ…āĻŦāĻļā§āϝāχ āϜāĻžāύāĻž āĻĨāĻžāĻ•āϞ⧇ āωāĻ¤ā§āϤāĻŽ āĻšāĻŦ⧇āĨ¤ ...
07/11/2025

āϝāĻĻāĻŋ āφāĻĒāύāĻŋ āĻāĻ•āϜāύ āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰ āĻšāϝāĻŧ⧇ āĻĨāĻžāϕ⧇āύ āϏ⧇āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇ āĻ…āĻ­āĻŋāĻœā§āĻžāϤāĻž āĻŦ⧃āĻĻā§āϧāĻŋ āĻ•āϰāĻžāϰ āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇ āĻāχ āĻŦāĻŋāώāϝāĻŧāϗ⧁āϞ⧋ āĻ…āĻŦāĻļā§āϝāχ āϜāĻžāύāĻž āĻĨāĻžāĻ•āϞ⧇ āωāĻ¤ā§āϤāĻŽ āĻšāĻŦ⧇āĨ¤ āϤāĻžāχ āϝāĻĻāĻŋ āĻĒā§āϰāϝāĻŧā§‹āϜāύ āĻŽāύ⧇ āĻ•āϰ⧇āύ āĻŦāĻž āĻ­āĻžāϞ āϞāĻžāϗ⧇ āϏ⧇ āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇ āĻļ⧇āϝāĻŧāĻžāϰ āĻ•āϰ⧇ āϟāĻžāχāĻŽ āϞāĻžāχāύ⧇ āϰ⧇āϖ⧇ āĻĻ⧇āύ āĻāĻŦāĻ‚ āĻ…āĻ¨ā§āϝāϕ⧇ āĻĻ⧇āĻ–āĻžāϰ āϏ⧁āϝ⧋āĻ— āĻ•āϰ⧇ āĻĻāĻŋāύāĨ¤

🔹 1. āĻ¸ā§āĻĒ⧇āϏāĻŋāĻĢāĻŋāϕ⧇āĻļāύ āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ: āĻ•āĻžāϜāϟāĻŋ āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āĻ“ āϕ⧋āύ āĻ…āύ⧁āĻĒāĻžāϤ⧇ āϏāĻŽā§āĻĒāĻ¨ā§āύ āĻšāĻŦ⧇ āϤāĻžāϰ āĻŦāĻŋāĻ¸ā§āϤāĻžāϰāĻŋāϤ āύāĻŋāĻ°ā§āĻĻ⧇āĻļāύāĻžāϕ⧇ Specification āĻŦāϞ⧇āĨ¤
🔹 2. āϏāĻŋāĻĄāĻŋāωāϞ āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ: āϝ⧇ āύāĻŋāĻ°ā§āĻĻ⧇āĻļāĻŋāĻ•āĻžāϝāĻŧ Specification, BOQ āĻāĻŦāĻ‚ RateāϏāĻš āĻŦāĻŋāĻ¸ā§āϤāĻžāϰāĻŋāϤ āϞ⧇āĻ–āĻž āĻĨāĻžāϕ⧇, āϤāĻžāϕ⧇ āϏāĻŋāĻĄāĻŋāωāϞ āĻŦāϞāĻž āĻšāϝāĻŧāĨ¤
🔹 3. Project Launch āĻ•āϰāϤ⧇ āϕ⧀ āϕ⧀ āĻĻāϰāĻ•āĻžāϰ?
āωāĻ¤ā§āϤāϰ: āϜāĻžā§ŸāĻ—āĻž, āĻĄā§āϰāχāĻ‚, āĻĄāĻŋāϜāĻžāχāύ, āϏāĻŋāĻĻā§āϧāĻžāĻ¨ā§āϤ, āĻĒā§āĻ°ā§Ÿā§‹āϜāĻ¨ā§€ā§Ÿ āϞ⧋āĻ•āĻŦāϞ āĻāĻŦāĻ‚ āωāĻĒāĻ•āϰāĻŖāĨ¤
🔹 4. Layout āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ: āĻĄā§āϰāχāĻ‚ āϏāĻŋāĻŸā§‡ āĻĨāĻžāĻ•āĻž āĻĄāĻŋāϜāĻžāχāύ āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ āĻĢāĻŋāĻ˛ā§āĻĄā§‡ āĻŽāĻžāĻĒ āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ āĻ¸ā§āĻĨāĻžāĻĒāύ āĻŦāĻž āϏ⧇āϟ āĻ•āϰāĻž-āϕ⧇ Layout āĻŦāϞ⧇āĨ¤ Layout āĻ•āϰāĻžāϰ āϏāĻŽā§Ÿ āĻĒā§āϰāĻĨāĻŽā§‡ āϏ⧋āϜāĻž āĻ“āϝāĻŧāĻžāϞ āĻĨ⧇āϕ⧇ āĻļ⧁āϰ⧁ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇āĨ¤
🔹 5. Grid Line āĻ•āĻžāϕ⧇ āĻŦāϞ⧇?
āωāĻ¤ā§āϤāϰ: āĻ•āĻžāĻœā§‡āϰ āϏ⧁āĻŦāĻŋāϧāĻžāϰ āϜāĻ¨ā§āϝ āĻĄā§āϰāχāĻ‚-āĻ āύāĻŋāĻ°ā§āĻĻāĻŋāĻˇā§āϟ āĻĻā§‚āϰāĻ¤ā§āĻŦ⧇ āωāĻ¤ā§āϤāϰ⧇āϰ āĻĻāĻŋāĻ•ā§‡â€“āĻĻāĻ•ā§āώāĻŋāĻŖ āĻāĻŦāĻ‚ āĻĒā§‚āĻ°ā§āĻŦ-āĻĒāĻļā§āϚāĻŋāĻŽā§‡ āϟāĻžāύāĻž āϰ⧇āĻ–āĻžāϕ⧇ Grid Line āĻŦāϞ⧇āĨ¤ āĻāϟāĻŋ āĻšāϞ Reference Line, āĻ•āĻ–āύ⧋ Center Line āύāϝāĻŧāĨ¤
🔹 6. Centre Line āĻ•āĻžāϕ⧇ āĻŦāϞ⧇?
āωāĻ¤ā§āϤāϰ: āĻ•āϞāĻžāĻŽ āĻŦāĻž āĻĢ⧁āϟāĻŋāĻ‚-āĻāϰ āĻŽāĻ§ā§āϝ āĻŦāϰāĻžāĻŦāϰ āϟāĻžāύāĻž āϰ⧇āĻ–āĻžāϕ⧇ Center Line āĻŦāϞ⧇āĨ¤ āĻāϟāĻŋ member-āĻāϰ āϏ⧇āĻ¨ā§āϟāĻžāϰ⧇āϰ āĻŽāĻ§ā§āϝ āĻĻāĻŋāϝāĻŧ⧇ āϝ⧇āϤ⧇ āĻšāĻŦ⧇āĨ¤ Center Line Grid Line āĻšāĻŋāϏ⧇āĻŦ⧇ āϧāϰāĻž āϝ⧇āϤ⧇ āĻĒāĻžāϰ⧇āĨ¤
🔹 7. āĻāĻ•āϟāĻŋ āĻ•āϞāĻžāĻŽ āĻ“ āĻĢ⧁āϟāĻŋāĻ‚-āĻāϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžāύ āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ āĻ•āϰāĻž āĻšāϝāĻŧ?
āωāĻ¤ā§āϤāϰ: āĻ•āϞāĻžāĻŽā§‡āϰ Center Line āĻāĻŦāĻ‚ āĻĢ⧁āϟāĻŋāĻ‚-āĻāϰ Center Line āĻ…āĻŦāĻļā§āϝāχ āĻāĻ•āχ āĻŦāĻŋāĻ¨ā§āĻĻ⧁āϤ⧇ āĻĨāĻžāĻ•āϤ⧇ āĻšāĻŦ⧇āĨ¤ āĻŦāĻŋāĻļ⧇āώ āĻ•āĻžāϰāĻŖ āĻ›āĻžā§œāĻž āĻāϟāĻŋāϰ āĻŦā§āϝāϤāĻŋāĻ•ā§āϰāĻŽ āύ⧇āχāĨ¤
🔹 8. Layout āĻ•āϰāĻžāϰ āϏāĻŽāϝāĻŧ āĻŽāĻžāϟāĻŋ āĻĒāϰ⧀āĻ•ā§āώāĻž āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āĻ•āϰāĻž āϝāĻžāϝāĻŧ?
āωāĻ¤ā§āϤāϰ: āϏ⧁āϤāĻžāϰ āϏāĻžāĻšāĻžāĻ¯ā§āϝ⧇ ā§Š-ā§Ē-ā§Ģ āĻĢ⧁āĻŸā§‡āϰ āϏāĻŽāϕ⧋āĻŖā§€ āĻ¤ā§āϰāĻŋāϭ⧁āϜ āϤ⧈āϰāĻŋ āĻ•āϰ⧁āύāĨ¤ āĻāϟāĻŋ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰ⧇ āϝ⧇āϕ⧋āύ⧋ āĻ•āĻ°ā§āύāĻžāϰ⧇ ⧝ā§Ļ° āĻšā§‡āĻ• āĻ•āϰāĻž āϝāĻžāϝāĻŧāĨ¤
🔹 9. Pile Layout āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇?
āωāĻ¤ā§āϤāϰ: Building Layout āĻĢāĻžāχāύāĻžāϞ āĻ•āϰāĻžāϰ āĻĒāϰ Drawing āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ Pile Point āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ āĻ•āϰ⧁āύāĨ¤ āĻĒā§āϰāϤāĻŋāϟāĻŋ āĻĒāϝāĻŧ⧇āĻ¨ā§āĻŸā§‡ ā§Ž/ā§§ā§Ļ āĻŽāĻŋāĻŽāĻŋ āϰāĻĄ āĻāĻ•āĻĢ⧁āϟ āĻĒ⧁āρāϤ⧇, āϏāĻžāĻŽāĻžāĻ¨ā§āϝ āĻĸāĻžāϞāĻžāχ āĻ•āϰ⧇ Pile Point āĻ āĻŋāĻ• āϰāĻžāĻ–āϤ⧇ āĻšāĻŦ⧇āĨ¤
🔹 10. āĻĒāĻžāχāϞ āĻ•āϤ āĻĒā§āϰāĻ•āĻžāϰ?
āωāĻ¤ā§āϤāϰ: āĻ•āĻžāĻ°ā§āϝāĻĒā§āϰāĻŖāĻžāϞ⧀āϰ āωāĻĒāϰ āĻ­āĻŋāĻ¤ā§āϤāĻŋ āĻ•āϰ⧇ āĻĒāĻžāχāϞāϕ⧇ āĻ­āĻžāĻ— āĻ•āϰāĻž āϝāĻžāϝāĻŧ:
Function āĻ…āύ⧁āϝāĻžāϝāĻŧā§€
Driving āĻ…āύ⧁āϝāĻžāϝāĻŧā§€
Classification āĻ…āύ⧁āϝāĻžāϝāĻŧā§€
āĻāĻ›āĻžā§œāĻž āĻĒā§āϰāĻ•ā§ƒāϤāĻŋ āĻ…āύ⧁āϝāĻžāϝāĻŧā§€:
Pre-Cast Pile
Cast-in-Situ Pile
🔹 11. 18" āĻĄāĻžāϝāĻŧāĻž Pile-āĻāϰ āϜāĻ¨ā§āϝ āĻ•āϤ āϚāĻŋāĻœā§‡āϞ āĻŦā§āϝāĻŦāĻšāĻžāϰ?
āωāĻ¤ā§āϤāϰ: 16" āĻĄāĻžāϝāĻŧāĻž āϚāĻŋāĻœā§‡āϞ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇āĨ¤
🔹 12. āϝ⧇ āĻĒāĻžāχāĻĒ āĻĻāĻŋāϝāĻŧ⧇ Pile āĻĸāĻžāϞāĻžāχ āĻšāϝāĻŧ, āϤāĻžāϰ āύāĻžāĻŽ āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ: āĻ¤ā§āϰāĻŋāĻŽāĻŋ āĻĒāĻžāχāĻĒāĨ¤
🔹 13. āĻ¤ā§āϰāĻŋāĻŽāĻŋ āĻĒāĻžāχāĻĒ⧇āϰ āĻĄāĻžāϝāĻŧāĻž āĻ•āϤ?
āωāĻ¤ā§āϤāϰ: 6" āĻĨ⧇āϕ⧇ 7" āĻĒāĻ°ā§āϝāĻ¨ā§āϤāĨ¤
🔹 14. āĻŦā§‹āϰāĻŋāĻ‚ āĻ“āϝāĻŧāĻžāĻļ āĻ•āϤ āϏāĻŽāϝāĻŧ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇?
āωāĻ¤ā§āϤāϰ: āĻ•āĻŽāĻĒāĻ•ā§āώ⧇ āĻ…āĻ°ā§āϧ āϘāĻŖā§āϟāĻž, āĻ…āĻ°ā§āĻĨāĻžā§Ž āϝāϤāĻ•ā§āώāĻŖ āĻĒāĻžāύāĻŋ āĻ•āĻžāĻĻāĻž āφāϏ⧇āĨ¤
🔹 15. Pile-āĻ Aggregate āϕ⧀ āĻāĻŦāĻ‚ āĻ…āύ⧁āĻĒāĻžāϤ āĻ•āϤ?
āωāĻ¤ā§āϤāϰ: Aggregate āĻšāĻŋāϏ⧇āĻŦ⧇ Stone Chips/ Singles āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻšāϝāĻŧāĨ¤ āĻ…āύ⧁āĻĒāĻžāϤ āϏāĻžāϧāĻžāϰāĻŖāϤ 1:8:1.83āĨ¤
🔹 16. Cut-Off Level āĻ•āĻŽ āϰ⧇āϏāĻŋāĻ“āϤ⧇ āϕ⧇āύ āĻ•āĻžāĻ¸ā§āϟāĻŋāĻ‚ āĻ•āϰāĻž āĻšāϝāĻŧ?
āωāĻ¤ā§āϤāϰ: āĻ•āĻžāĻ¸ā§āϟāĻŋāĻ‚-āĻāϰ āĻĒāϰ Cut-Off Level āĻ­āĻžāĻ™āϤ⧇ āĻšāϝāĻŧ, āϤāĻžāχ āĻ•āĻŽ āϰ⧇āϏāĻŋāĻ“āϤ⧇ (1:2:4 āĻŦāĻž 1:3:6) āĻ•āĻžāĻ¸ā§āϟāĻŋāĻ‚ āĻ•āϰāĻž āĻšāϝāĻŧāĨ¤
🔹 17. āĻāĻ•āϟāĻŋ Pile āĻŦā§‹āϰāĻŋāĻ‚-āĻāϰ āĻĒāϰ āĻĒāϰāĻŦāĻ°ā§āϤ⧀ Pile-āĻāϰ āĻĻā§‚āϰāĻ¤ā§āĻŦ āĻ•āϤ?
āωāĻ¤ā§āϤāϰ: āĻ•āĻŽāĻĒāĻ•ā§āώ⧇ 6 āĻĢ⧁āϟ, āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ āφāϰāĻ“ āĻ­āĻžāϞ⧋āĨ¤
🔹 18. āĻāĻ• āĻĻāĻŋāύ⧇ āĻāĻ•āϟāĻŋ āĻŽā§‡āĻļāĻŋāύ⧇ āĻ•āϝāĻŧāϟāĻŋ Pile āĻ•āϰāĻž āϏāĻŽā§āĻ­āĻŦ?
āωāĻ¤ā§āϤāϰ: 50 āĻĢ⧁āĻŸā§‡āϰ āύāĻŋāĻšā§‡ 3āϟāĻŋ, 50 āĻĢ⧁āĻŸā§‡āϰ āωāĻĒāϰ⧇ 2āϟāĻŋāĨ¤
🔹 19. Pile-āĻāϰ āĻ­āĻžāϰāĻŦāĻšāύ āĻ•ā§āώāĻŽāϤāĻž āϕ⧀?
āωāĻ¤ā§āϤāϰ: āĻĒā§āϰāϤāĻŋ āĻŦāĻ°ā§āĻ—āĻĢ⧁āϟ Pile āύāĻŋāϰāĻžāĻĒāĻĻ⧇ āϝ⧇ āĻ“āϜāύ āĻŦāĻšāύ āĻ•āϰāϤ⧇ āĻĒāĻžāϰ⧇, āϤāĻžāϕ⧇ Pile-āĻāϰ āĻ­āĻžāϰāĻŦāĻšāύ āĻ•ā§āώāĻŽāϤāĻž āĻŦāϞ⧇āĨ¤
🔹 20. Pile āĻŦā§āϝāĻŦāĻšāĻžāϰ āϕ⧇āύ āĻšāϝāĻŧ? Pre-cast Pile āĻ¸ā§āĻĨāĻžāύāĻžāĻ¨ā§āϤāϰ āĻ•āϰāϞ⧇ āϕ⧀ āϞāĻ•ā§āĻˇā§āϝ āϰāĻžāĻ–āϤ⧇ āĻšāĻŦ⧇?
āωāĻ¤ā§āϤāϰ: āĻŽāĻžāϟāĻŋāϰ Bearing Capacity āĻ•āĻŽ āĻšāϞ⧇ Pile āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻšāϝāĻŧāĨ¤ Pre-cast Pile āĻ¸ā§āĻĨāĻžāύāĻžāĻ¨ā§āϤāϰ⧇āϰ āϏāĻŽāϝāĻŧ:
āĻ­āĻžāĻ™āĻž āύāĻž āϝāĻžāϝāĻŧ, āϤāĻžāχ C.G āĻ āĻŋāĻ• āĻ•āϰ⧇ āĻ“āϝāĻŧā§āϝāĻžāϰ āĻŦāĻžāρāϧāϤ⧇ āĻšāĻŦ⧇āĨ¤
Accident āĻāĻĄāĻŧāĻžāϤ⧇ āϏāϤāĻ°ā§āĻ• āĻĨāĻžāĻ•āϤ⧇ āĻšāĻŦ⧇āĨ¤
🔹 21. āĻĢ⧁āϟāĻŋāĻ‚-āĻāϰ āĻŽāĻžāϟāĻŋ āĻ•āĻžāϟāĻžāϰ āφāϗ⧇ āĻ•āĻŋ āĻ­āĻžāĻŦāĻž āωāϚāĻŋāϤ?
āωāĻ¤ā§āϤāϰ: āĻ—āĻ­ā§€āϰ āĻĢ⧁āϟāĻŋāĻ‚-āĻāϰ āĻŽāĻžāϟāĻŋ āφāϗ⧇ āĻ•āĻžāϟāĻž āωāϚāĻŋāϤ āĻāĻŦāĻ‚ āĻŽāĻžāϟāĻŋāϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžāϰ āĻ“āĻĒāϰ āĻ­āĻŋāĻ¤ā§āϤāĻŋ āĻ•āϰ⧇ Safety āĻŦā§āϝāĻŦāĻ¸ā§āĻĨāĻž āύāĻŋāϤ⧇ āĻšāĻŦ⧇āĨ¤
🔹 22. Safe Bearing Capacity of Soil āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ: āϜāĻŽāĻŋāϰ āĻ“āĻĒāϰ āϝāϤ āĻ“āϜāύ āύāĻŋāϰāĻžāĻĒāĻĻ⧇ āϚāĻžāĻĒāĻžāύ⧋ āϝāĻžāϝāĻŧ āϝāĻžāϤ⧇ āĻĢāĻžāωāĻ¨ā§āĻĄā§‡āĻļāύ āĻŦāϏ⧇ āϝāĻžāĻ“āϝāĻŧāĻžāϰ āĻ­āϝāĻŧ āύāĻž āĻĨāĻžāϕ⧇, āϤāĻžāϕ⧇ Soil-āĻāϰ Safe Bearing Capacity āĻŦāϞ⧇āĨ¤
🔹 23. Shoring āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ: āϰāĻžāĻ¸ā§āϤāĻž āĻŦāĻž āϖ⧁āρāϟāĻŋ āĻŽāĻžāϟāĻŋ āϧāϰ⧇ āϰāĻžāĻ–āĻžāϰ āϜāĻ¨ā§āϝ āĻĻ⧁āχ āĻĒāĻžāĻļ⧇ āϞāĻŽā§āĻŦāĻž āĻ•āĻžāϠ⧇āϰ āϤāĻ•ā§āϤāĻž āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻžāϰ āĻĒāĻĻā§āϧāϤāĻŋāϕ⧇ Shoring āĻŦāϞ⧇āĨ¤
🔹 24. Vi****or Roller-āĻāϰ āĻŦāĻŋāĻļ⧇āώāĻ¤ā§āĻŦ āϕ⧀?
āωāĻ¤ā§āϤāϰ: āϚāĻžāϞ⧁ āĻ•āϰāϞ⧇ āĻāϟāĻŋ āĻ•ā§āϰāĻŽāĻžāĻ—āϤ Vibrate āĻ•āϰ⧇, āĻĢāϞ⧇ āĻŽā§‡āĻā§‡, āϰāĻžāĻ¸ā§āϤāĻž āĻŦāĻž āĻŦāĻžāϞāĻŋ Properly Compacted āĻšāϝāĻŧāĨ¤
🔹 25. Foundation āϕ⧀?
āωāĻ¤ā§āϤāϰ: Building-āĻāϰ āύ⧀āĻšā§‡āϰ āĻ…āĻ‚āĻļ āϝāĻž āϏāĻŽāĻ¸ā§āϤ āϞ⧋āĻĄ āĻŽāĻžāϟāĻŋāϤ⧇ āϏāĻŽāĻ­āĻžāĻŦ⧇ āĻĒ⧌āρāϛ⧇ āĻĻ⧇āϝāĻŧāĨ¤ Footing āĻ…āĻŦāĻļā§āϝāχ āĻļāĻ•ā§āϤ āĻŽāĻžāϟāĻŋāϤ⧇ āĻŦāϏāĻžāϤ⧇ āĻšāĻŦ⧇āĨ¤
🔹 26. Footing āϏāĻžāϧāĻžāϰāĻŖāϤ āĻ•āϤ āĻĒā§āϰāĻ•āĻžāϰ?
āωāĻ¤ā§āϤāϰ: ā§Š āĻĒā§āϰāĻ•āĻžāϰ:
Spread Footing
Combined Footing
Mat/ Raft Footing
🔹 27. R.C.C āϕ⧀?
āωāĻ¤ā§āϤāϰ: Reinforced Cement Concrete, āĻ…āĻ°ā§āĻĨāĻžā§Ž Concrete + SteelāĨ¤ āĻāϟāĻŋ āϟāĻžāύ āĻ“ āϚāĻžāĻĒ āωāĻ­āϝāĻŧāχ āϏāĻšā§āϝ āĻ•āϰāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤
🔹 28. Ferro-Cement āĻ•āĻŋ?
āωāĻ¤ā§āϤāϰ:
Expended Metal āĻŦāĻž Coil Rod āĻĻāĻŋāϝāĻŧ⧇ āĻ–āĻžāρāϚāĻž āϤ⧈āϰāĻŋ āĻ•āϰ⧇ Cement āĻāĻŦāĻ‚ Sylhet Sand
āĻĻāĻŋāϝāĻŧ⧇ āĻšāĻžāϞāĻ•āĻž āĻ•āĻžāĻ¸ā§āϟāĻŋāĻ‚ āĻ•āϰāĻžāĨ¤ āϏāĻžāϧāĻžāϰāĻŖāϤ 1" āĻĨ⧇āϕ⧇ 2" Wall āϤ⧈āϰāĻŋ āĻ“ āĻŸā§āϝāĻžāĻ™ā§āϕ⧇ āĻŦā§āϝāĻŦāĻšāĻžāϰ
āĻšāϝāĻŧāĨ¤
🔹 29. Curing āϕ⧀ āĻāĻŦāĻ‚ āϕ⧇āύ?
āωāĻ¤ā§āϤāϰ: Concrete, Brickwork āĻŦāĻž Plastering-āĻāϰ āĻĄāĻŋāĻšāĻžāχāĻĄā§āϰ⧇āĻļāύ āϰ⧋āϧ āĻ•āϰāϤ⧇ āĻĻāĻŋāύ⧇ ā§Šâ€“ā§Ē āĻŦāĻžāϰ āĻĒāĻžāύāĻŋ āĻĻ⧇āĻ“āϝāĻŧāĻžāĨ¤ āĻāϟāĻŋ āĻļāĻ•ā§āϤ āĻ“ āĻŸā§‡āĻ•āϏāχ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰ⧇āĨ¤
🔹 30. Segregation āϕ⧀?
āωāĻ¤ā§āϤāϰ: āĻŦ⧇āĻļāĻŋ Water Cement Ratio āĻšāϞ⧇ āĻŽāĻŋāĻļā§āϰāĻŖ āĻĢ⧇āϞāĻžāϰ āĻĒāϰ āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ-āĻŦāĻžāϞ⧁ āφāϞāĻžāĻĻāĻž āĻšāĻ“āϝāĻŧāĻžāĨ¤ āĻāϟāĻŋ Segregation āύāĻžāĻŽā§‡ āĻĒāϰāĻŋāϚāĻŋāϤāĨ¤
🔹 31. Bleeding āϕ⧀?
āωāĻ¤ā§āϤāϰ: āĻāϟāĻŋ Segregation-āĻāϰ āĻāĻ•āϟāĻŋ āϧāϰāύāĨ¤ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĨ⧇āϕ⧇ āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻĨāĻŋāϤāĻŋāϝāĻŧ⧇ āϝāĻžāĻ“āϝāĻŧāĻžāϕ⧇ Bleeding āĻŦāϞ⧇āĨ¤ āĻāϰ āĻĢāϞ⧇ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĻ⧁āĻ°ā§āĻŦāϞ āĻšāϝāĻŧ āĻāĻŦāĻ‚ āωāĻĒāϰāĻŋāĻ­āĻžāϗ⧇ Hair Crack āĻĻ⧇āĻ–āĻž āĻĻāĻŋāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤
🔹 32. 100 cft āĻ•āĻžāĻœā§‡āϰ āϜāĻ¨ā§āϝ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āωāĻĒāĻžāĻĻāĻžāύ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ (1:2:4 āĻ…āύ⧁āĻĒāĻžāϤ)
āωāĻ¤ā§āϤāϰ:
Dry Condition: 100 cft
Wet Condition: 100 × 1.5 = 150 cft
Cement = 150 × (1/7) × 0.8 ≈ 17.5 āĻŦā§āϝāĻžāĻ—
Sand = 48 cft
Aggregate = 85.5 cft
🔹 33. Column āĻ•āϤ āĻĒā§āϰāĻ•āĻžāϰ?
āωāĻ¤ā§āϤāϰ: āĻĒā§āϰāϧāĻžāύāϤ ⧍ āĻĒā§āϰāĻ•āĻžāϰ:
Tied Column
Spiral Column
🔹 34. āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ-āĻāϰ āωāĻĒāĻžāĻĻāĻžāύāϗ⧁āϞ⧋ āϕ⧀ āϕ⧀?
āωāĻ¤ā§āϤāϰ:
āϕ⧋āĻ°ā§āϏ Aggregate (Stone Chips / Brick Chips)
āĻĢāĻžāχāύ Aggregate (Sand)
āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ
āĻĒāĻžāύāĻŋ
🔹 35. āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āωāĻĒāĻžāĻĻāĻžāύ⧇āϰ “āϰāĻžāϜāĻžâ€ āϕ⧇?
āωāĻ¤ā§āϤāϰ: āϕ⧋āĻ°ā§āϏ Aggregate (Stone Chips / Brick Chips)
🔹 36. 200 cft-āĻ 2% āϰāĻĄ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻšāϞ⧇ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāĻŖ (kg)?
āωāĻ¤ā§āϤāϰ: 200 × 2 × 490 = 1960 lbs → 882 kg
🔹 37. R.C.C āĻ•āĻžāĻœā§‡ āϕ⧋āύ āĻĒāĻžāύāĻŋ āĻŦā§āϝāĻŦāĻšāĻžāϰ?
āωāĻ¤ā§āϤāϰ: āĻ–āĻžāĻŦāĻžāϰ āϝ⧋āĻ—ā§āϝ āĻŦāĻž āĻ•āĻžāĻ›āĻžāĻ•āĻžāĻ›āĻŋ āĻŽāĻžāύ⧇āϰ āĻĒāĻžāύāĻŋ
🔹 38. āĻĒā§āϰāϤāĻŋ āĻŦā§āϝāĻžāĻ— āϏāĻŋāĻŽā§‡āĻ¨ā§āĻŸā§‡ āĻĒāĻžāύāĻŋ āĻ•āϤ āϞāĻžāϗ⧇?
āωāĻ¤ā§āϤāϰ: 23 āϞāĻŋāϟāĻžāϰ → 17.5 āĻŦā§āϝāĻžāϗ⧇āϰ āϜāĻ¨ā§āϝ ≈ 402 āϞāĻŋāϟāĻžāϰ
🔹 39. High strength steel-āĻāϰ āϏāĻžāĻĨ⧇ āϕ⧋āύ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻŦā§āϝāĻŦāĻšāĻžāϰ?
āωāĻ¤ā§āϤāϰ: High strength steel-āĻāϰ āϏāĻžāĻĨ⧇ High strength concrete
🔹 40. Water Cement Ratio āϕ⧀?
āωāĻ¤ā§āϤāϰ: Water āĻ“ Cement-āĻāϰ āĻ…āύ⧁āĻĒāĻžāϤāϕ⧇ Water Cement Ratio āĻŦāϞ⧇
🔹 41. āϏāĻžāϧāĻžāϰāĻŖ Water Cement Ratio āĻ•āϤ?
āωāĻ¤ā§āϤāϰ: 0.4 āĻĨ⧇āϕ⧇ 0.5
🔹 42. āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻŽāĻŋāĻļā§āϰāϪ⧇ Water Cement Ratio āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āύāĻŋāĻ°ā§āĻŖāϝāĻŧ?
āωāĻ¤ā§āϤāϰ: Ratio ≤ 0.5 → āϏāĻŽāĻĒāϰāĻŋāĻŽāĻžāĻŖ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡ āϏāĻŋāĻŽā§‡āĻ¨ā§āĻŸā§‡āϰ āĻ“āϜāύ āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ āĻšāĻŋāϏāĻžāĻŦ āĻ•āϰāĻž āĻšāϝāĻŧ
🔹 43. āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻŽāĻŋāĻļā§āϰāϪ⧇ āĻĒāĻžāύāĻŋ āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ āĻ•āĻŋ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇?
āωāĻ¤ā§āϤāϰ: Water Cement Ratio āĻ āĻŋāĻ• āϰāĻžāĻ–āϤ⧇ cement āĻŽā§‡āĻļāĻžāύ⧋ āĻāĻŦāĻ‚ āĻĸāĻžāϞāĻžāχ āωāĻĒāϝ⧋āĻ—ā§€ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇
🔹 44. Slump Cone-āĻāϰ āϏāĻžāχāϜ āĻ•āϤ?
āωāĻ¤ā§āϤāϰ:
āωāĻĒāϰ⧇āϰ āĻĄāĻžāϝāĻŧāĻž: 4"
āύ⧀āĻšā§‡āϰ āĻĄāĻžāϝāĻŧāĻž: 8"
āωāĻšā§āϚāϤāĻž: 12"
🔹 45. Cylinder-āĻāϰ āϏāĻžāχāϜ
āωāĻ¤ā§āϤāϰ:
āĻĒā§‚āĻ°ā§āĻŦ⧇: 6" āĻĄāĻžāϝāĻŧāĻž × 12" āϞāĻŽā§āĻŦāĻž
āĻŦāĻ°ā§āϤāĻŽāĻžāύ⧇: 4" āĻĄāĻžāϝāĻŧāĻž × 8" āϞāĻŽā§āĻŦāĻž
🔹 46. Rod Test-āĻāϰ sample āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āĻĒāĻžāĻ āĻžāϤ⧇ āĻšāĻŦ⧇?
āωāĻ¤ā§āϤāϰ: āĻāĻ•āχ āĻĄāĻžāϝāĻŧāĻžāϰ ā§§ āĻŽāĻŋāϟāĻžāϰ āϞāĻŽā§āĻŦāĻž ā§ŠāϟāĻŋ āϰāĻĄ āϕ⧇āĻŸā§‡ āĻĒāĻžāĻ āĻžāϤ⧇ āĻšāĻŦ⧇
🔹 47. āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻĒāϰ⧀āĻ•ā§āώāĻž āϕ⧀ āϕ⧀?
āωāĻ¤ā§āϤāϰ:
Compressive Strength
Bonding Power
Initial Setting Time
Final Setting Time
Fineness Test
🔹 48. ACI Code āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ Slab-āĻ āĻĻ⧁āχ āϰāĻĄā§‡āϰ āĻĻā§‚āϰāĻ¤ā§āĻŦ?
āωāĻ¤ā§āϤāϰ: Slab Thickness-āĻāϰ āĻĻā§āĻŦāĻŋāϗ⧁āĻŖ; āωāĻĻāĻžāĻšāϰāĻŖ: 5" Slab → 9–10"
🔹 49. Curing Period
āωāĻ¤ā§āϤāϰ:
R.C.C: 28 āĻĻāĻŋāύ
Brick wall: 7 āĻĻāĻŋāύ
Plastering: 7 āĻĻāĻŋāύ
🔹 50. āϰāĻĄā§‡āϰ Lap āĻŦāĻž Joint āϕ⧋āĻĨāĻžāϝāĻŧ?
āωāĻ¤ā§āϤāϰ:
Column: L/4-āĻāϰ āĻŦāĻžāχāϰ⧇ (āĻŽāĻžāĻā§‡ āύāϝāĻŧ)
Beam: Bottom Rod → Span-āĻāϰ L/3 āĻŽāĻ§ā§āϝ⧇; Top Rod → Span-āĻāϰ L/3 āĻĒāϰ⧇
Slab: Bottom Rod → Column Trip āĻŽāĻ§ā§āϝ⧇; Top Rod → Middle Trip; Extra Top-āĻ āύāĻž
🔹 51. Tied Rod āĻ“ Spiral Column-āĻāϰ Vertical Rod
āωāĻ¤ā§āϤāϰ:
Tied Rod: āĻ¨ā§āϝ⧂āύāϤāĻŽ 4 āϟāĻŋ
Spiral Column: āĻ¨ā§āϝ⧂āύāϤāĻŽ 6 āϟāĻŋ
Column-āĻ 16mm-āĻāϰ āύāĻŋāĻšā§‡ āϰāĻĄ āĻŦā§āϝāĻŦāĻšāĻžāϰ āϝāĻžāĻŦ⧇ āύāĻž
🔹 52. Cantilever āĻ…āĻ‚āĻļ⧇ Shutter āĻ–ā§‹āϞāĻžāϰ āĻĒāĻĻā§āϧāϤāĻŋ
āωāĻ¤ā§āϤāϰ: Free āĻĻāĻŋāĻ• āĻĨ⧇āϕ⧇ āϧāĻžāĻĒ⧇ āϧāĻžāĻĒ⧇ āĻ­āĻŋāϤāϰ⧇āϰ āĻĻāĻŋāϕ⧇ āϖ⧁āϞāϤ⧇ āĻšāĻŦ⧇
🔹 53. Slab-āĻāϰ Shutter āĻ–ā§‹āϞāĻžāϰ āĻĒāĻĻā§āϧāϤāĻŋ
āωāĻ¤ā§āϤāϰ: Span-āĻāϰ middle āĻĨ⧇āϕ⧇ āϚāĻžāϰāĻĻāĻŋāϕ⧇ props āϖ⧁āϞ⧇ beam-āĻāϰ āĻĻāĻŋāϕ⧇ āϝ⧇āϤ⧇ āĻšāĻŦ⧇
🔹 54. Shutter āĻ–ā§‹āϞāĻžāϰ āϏāĻŽāϝāĻŧ
āωāĻ¤ā§āϤāϰ:
Beam: 28 āĻĻāĻŋāύ
Slab: 21 āĻĻāĻŋāύ (āϛ⧋āϟ span → 18 āĻĻāĻŋāύ)
Vertical member: 72 āϘāĻ¨ā§āϟāĻž
🔹 55. Shuttering āωāĻšā§āϚāϤāĻž 12" āĻāϰ āωāĻĒāϰ⧇ āĻšāϞ⧇ āĻ•āĻŋ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇?
āωāĻ¤ā§āϤāϰ: Horizontal bracing āĻĻāĻŋāϤ⧇ āĻšāĻŦ⧇, props āĻšāĻŋāϏ⧇āĻŦ⧇ MS Pipe āĻŦāĻž Shalballi āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇
🔹 56. 1 cft āϞ⧋āĻšāĻž āĻ“āϜāύ?
āωāĻ¤ā§āϤāϰ: 490 lbs
🔹 57. 1 āĻŽāύ āϚ⧁āύ āφāϝāĻŧāϤāύ?
āωāĻ¤ā§āϤāϰ: 2.25 cft
🔹 58. 1 cft āϏāĻŋāĻŽā§‡āĻ¨ā§āĻŸā§‡āϰ āĻ“āϜāύ?
āωāĻ¤ā§āϤāϰ: 90 lbs
🔹 59. Cantilever Beam āϏāĻ°ā§āĻŦā§‹āĻšā§āϚ Moment āϕ⧋āĻĨāĻžāϝāĻŧ?
āωāĻ¤ā§āϤāϰ: Support-āĻ
🔹 60. Sunshed-āĻāϰ Binder Rod āϕ⧋āĻĨāĻžāϝāĻŧ āĻĻāĻŋāϤ⧇ āĻšāϝāĻŧ?
āωāĻ¤ā§āϤāϰ: Main Rod-āĻāϰ āύāĻŋāĻšā§‡
🔹 61. 100 ft Easing-āĻāϰ āϜāĻ¨ā§āϝ āχāĻŸā§‡āϰ āϏāĻ‚āĻ–ā§āϝāĻž
āωāĻ¤ā§āϤāϰ: 250–270
🔹 62. 100 sqft Soling-āĻāϰ āϜāĻ¨ā§āϝ āχāϟ
āωāĻ¤ā§āϤāϰ: 300–336
🔹 63. 100 sqft Herring Bone Bond-āĻāϰ āϜāĻ¨ā§āϝ āχāϟ
āωāĻ¤ā§āϤāϰ: 500–550
🔹 64. 100 sft, 5" Wall-āĻāϰ āϜāĻ¨ā§āϝ āχāϟ
āωāĻ¤ā§āϤāϰ: 480–500
🔹 65. 100 cft, 10" Wall-āĻāϰ āϜāĻ¨ā§āϝ āχāϟ
āωāĻ¤ā§āϤāϰ: 1080
🔹 66. 100 cft Khoa āĻŦāĻžāύāĻžāϤ⧇ āχāϟ
āωāĻ¤ā§āϤāϰ: 1050
🔹 67. Frog Mark āϕ⧀?
āωāĻ¤ā§āϤāϰ: āχāĻŸā§‡āϰ āĻĒāĻŋāϠ⧇ āύāĻŋāĻ°ā§āĻŽāĻžāϤāĻžāϰ āύāĻžāĻŽ; Bonding-āĻāϰ key āĻšāĻŋāϏ⧇āĻŦ⧇ āĻ•āĻžāϜ āĻ•āϰ⧇
🔹 68. āϜāϞāĻ›āĻžāĻĻ⧇ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āωāĻĒāĻžāĻĻāĻžāύ āĻ“ āĻ…āύ⧁āĻĒāĻžāϤ
āωāĻ¤ā§āϤāϰ: Slaked Lime : Surki : Khoa → 2:2:7
🔹 69. āϜāϞāĻ›āĻžāĻĻ āĻ“ Parapet Wall āϏāĻ‚āϝ⧋āϗ⧇āϰ āĻŦāĻžāρāĻ•āĻž āĻ…āĻ‚āĻļ
āωāĻ¤ā§āϤāϰ: āϘ⧁āĻ¨ā§āĻĄā§€
🔹 70. āĻ—āĻžāϛ⧇āϰ āĻŦ⧟āϏ āĻ•āĻŋāĻ­āĻžāĻŦ⧇ āύāĻŋāĻ°ā§āϪ⧟?
āωāĻ¤ā§āϤāϰ: āĻ•āĻžāϠ⧇āϰ cross-section āĻāϰ ring āĻ—āĻŖāύāĻž āĻ•āϰ⧇
🔹 71. āϚ⧌āĻ•āĻžāϠ⧇āϰ Groove Size
āωāĻ¤ā§āϤāϰ: 1.5" × S
🔹 72. Door Frame (Width 7")-āĻ Clamp
āωāĻ¤ā§āϤāϰ: āĻāĻ• āϏāĻžāχāĻŸā§‡ 4āϟāĻŋ → āĻĻ⧁āχ āϏāĻžāχāĻŸā§‡ 8āϟāĻŋ
🔹 73. āĻŦāĻžāϜāĻžāϰ⧇ Flush Door Shutter Size
āωāĻ¤ā§āϤāϰ: 39", 36", 33", 30", 27", 24", 21"
🔹 74. āĻ­āĻžāϞ⧋ āĻ•āĻžāϠ⧇āϰ āϗ⧁āĻŖāĻžāĻŦāϞ⧀
āωāĻ¤ā§āϤāϰ: āĻ¸ā§āĻĨāĻžāϝāĻŧāĻŋāĻ¤ā§āĻŦ, āĻļāĻ•ā§āϤāĻŋ, āĻĒā§āϰāĻžāĻ•ā§ƒāϤāĻŋāĻ• āĻĻā§‹āώāĻŽā§āĻ•ā§āϤ, āωāĻœā§āĻœā§āĻŦāϞ āϰāĻ‚, āĻŽāϏ⧃āĻŖ āĻĒ⧃āĻˇā§āĻ , āϰāϏ āĻŽā§āĻ•ā§āϤ
🔹 75. Veneer āϕ⧀?
āωāĻ¤ā§āϤāϰ: āĻĒāĻžāϤāϞāĻž āĻ•āĻžāϠ⧇āϰ āĻĒāĻžāϤ (1/4"–1/16")
🔹 76. Plywood āϕ⧀?
āωāĻ¤ā§āϤāϰ: Veneer āĻĨ⧇āϕ⧇ āĻĒ⧁āϰ⧁, Packing Box, Partition āχāĻ¤ā§āϝāĻžāĻĻāĻŋ āϤ⧈āϰāĻŋāϤ⧇ āĻŦā§āϝāĻŦāĻšāĻžāϰ
🔹 77. Hard Board āϕ⧀?
āωāĻ¤ā§āϤāϰ: āĻ•āĻžāϠ⧇āϰ āϧ⧁āϞ⧋ āĻ“ āφāĻ āĻž āĻŽāĻŋāĻļāĻŋā§Ÿā§‡ āĻĒā§āϰ⧇āϏāĻžāϰ āĻĻāĻŋāϝāĻŧ⧇ āϤ⧈āϰāĻŋ āĻŦā§‹āĻ°ā§āĻĄ
🔹 78. āĻ—āĻžāĻ› āĻ•āĻžāϟāĻžāϰ āϏāĻŽāϝāĻŧ
āωāĻ¤ā§āϤāϰ: āĻļā§€āϤāĻ•āĻžāϞ
🔹 79. 4 āĻĒā§āϰāĻ•āĻžāϰ āĻĻāϰāϜāĻž
āωāĻ¤ā§āϤāϰ: āĻĄāĻŋāϜāĻžāχāύ, āĻĒā§āϝāĻžāύ⧇āϞ, āĻĢā§āϞāĻžāĻļ, āϏāϞāĻŋāĻĄ āĻĻāϰāϜāĻž
🔹 80. Socket āĻ“ Ni**le āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ
āωāĻ¤ā§āϤāϰ: Socket → āĻ­āĻŋāϤāϰ⧇ āĻĨā§āϰ⧇āĻĄ, Ni**le → āĻŦāĻžāχāϰ⧇ āĻĨā§āϰ⧇āĻĄ
🔹 81. Union Socket āĻ“ Socket āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ
āωāĻ¤ā§āϤāϰ: Union Socket → ā§Š āĻ…āĻ‚āĻļ; āĻ–ā§‹āϞāĻžāϰ āϏ⧁āĻŦāĻŋāϧāĻžāĨ¤ Socket → ā§§ āĻ…āĻ‚āĻļ; āĻļ⧁āϧ⧁ jointāĨ¤
🔹 82. Elbows āĻ“ Bend āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ
āωāĻ¤ā§āϤāϰ: Elbows → 90°; Head loss āĻŦ⧇āĻļāĻŋ
Bend → āĻ…āĻ°ā§āϧāϚāĻ¨ā§āĻĻā§āϰāĻžāĻ•ā§ƒāϤāĻŋ; Head loss āĻ•āĻŽ
🔹 83. UPVC āĻāĻŦāĻ‚ PVC āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ
āωāĻ¤ā§āϤāϰ: UPVC → Unplasticized, āφāϗ⧁āύ⧇ āĻŦāĻĻāϞāĻžāύ⧋ āϝāĻžā§Ÿ āύāĻž
PVC → Plasticized, āφāϗ⧁āύ⧇ āϤāĻžāĻĒ āĻĻāĻŋāϝāĻŧ⧇ āφāĻ•āĻžāϰ āĻĒāϰāĻŋāĻŦāĻ°ā§āϤāύ āĻ•āϰāĻž āϝāĻžāϝāĻŧ
🔹 84. āĻāĻ•āϜāύ āĻŽāĻžāύ⧁āώ⧇āϰ āĻĻ⧈āύāĻŋāĻ• āĻĒāĻžāύāĻŋ āĻŦā§āϝāĻŦāĻšāĻžāϰ
āωāĻ¤ā§āϤāϰ: āĻĒā§āϰāĻžāϝāĻŧ ā§Šā§Ļ āĻ—ā§āϝāĻžāϞāύ
🔹 85. 1 cft āφāϝāĻŧāϤāĻ•āĻžāϰ āĻĒāĻžāĻ¤ā§āϰ⧇ āĻĒāĻžāύāĻŋ
āωāĻ¤ā§āϤāϰ: 6.25 āĻ—ā§āϝāĻžāϞāύ
🔹 86. Reservoir (Water Tank) āϏāĻžāχāϜ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ
āωāĻ¤ā§āϤāϰ: Underground → ⧍ āĻĻāĻŋāύ⧇āϰ āĻŽāϜ⧁āĻĻ; Overhead → ā§§ āĻĻāĻŋāύ⧇āϰ āĻŽāϜ⧁āĻĻ, āϞ⧋āĻ•āϏāĻ‚āĻ–ā§āϝāĻžāϰ āĻ“āĻĒāϰ āĻ­āĻŋāĻ¤ā§āϤāĻŋ āĻ•āϰ⧇
🔹 87. PVC/UPVC/CPVC āĻĒāĻžāχāĻĒ Joint
āωāĻ¤ā§āϤāϰ: Solution āĻŦāĻž āĻ—āĻžāĻŽ āĻĻāĻŋāϝāĻŧ⧇ Joint
🔹 88. PPR āĻĒāĻžāχāĻĒ Joint
āωāĻ¤ā§āϤāϰ: Heat Machine āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰ⧇ āϤāĻžāĻĒ āĻĻāĻŋāϝāĻŧ⧇ Joint
🔹 89. āĻĒāĻžāύāĻŋāϰ āϞāĻžāχāύ āĻ•āϤ āĻĒā§āϰ⧇āϏāĻžāϰ⧇ āĻšā§‡āĻ•?
āωāĻ¤ā§āϤāϰ: Pressure Machine āĻĻāĻŋā§Ÿā§‡ 50 Psi, āĻ•āĻŽāĻĒāĻ•ā§āώ⧇ ā§Š āϘāĻŖā§āϟāĻž
🔹 90. Sewerage āĻ•āĻŋ āĻāĻŦāĻ‚ āĻĒā§āϰāĻ•āĻžāϰ
āωāĻ¤ā§āϤāϰ: āĻļāĻšāϰ⧇āϰ āĻŦā§āϝāĻŦāĻšā§ƒāϤ āϤāϰāϞ āĻŽāϝāĻŧāϞāĻž → Sewerage
āĻĒā§āϰāĻ•āĻžāϰ: (i) Sanitary Sewerage, (ii) Industrial Sewerage

#āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚_āĻ—āĻžāχāĻĄ_āϞāĻžāχāύ #āĻ¸ā§āĻĨāĻĒāϤāĻŋāϰāĻĒāϰāĻžāĻŽāĻ°ā§āĻļ #āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚_āĻĒ⧇āĻļāĻž #āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚_āύāĻŋāĻ°ā§āĻŽāĻžāϪ⧇āϰ_āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ_āϭ⧁āϞ #āĻ•āύāĻ¸ā§āĻŸā§āϰāĻžāĻ•āĻļāύ_āĻĒāϰāĻžāĻŽāĻ°ā§āĻļ #āϏāĻŋāĻ­āĻŋāϞ_āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚
#āĻŦāĻžāĻĄāĻŧāĻŋāϰ_āĻĒā§āĻ˛ā§āϝāĻžāύ #āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚_āĻĒāϰāĻžāĻŽāĻ°ā§āĻļ #āĻŦāĻžāĻĄāĻŧāĻŋ_āĻĄāĻŋāϜāĻžāχāύ #āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāϰāĻŋāĻ‚ #āĻ—ā§āϰāĻžāĻŽā§‡āϰ_āĻŦāĻžāĻĄāĻŧāĻŋāϰ_āĻĄāĻŋāϜāĻžāχāύ #āĻĒā§āĻ˛ā§āϝāĻžāύ #āĻ•āϞāĻžāĻŽ #āĻ•āύāĻ¸ā§āĻŸā§āϰāĻžāĻ•āĻļāύ #āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚_āĻ—āĻžāχāĻĄ_āϞāĻžāχāύ #āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚_āĻĒ⧇āĻļāĻž #āϏāĻŋāĻ­āĻŋāϞ_āχāĻžā§āϜāĻŋāύāĻŋāϝāĻŧāĻžāϰāĻŋāĻ‚ #āĻŦāĻžāĻĄāĻŧāĻŋ_āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ #āĻ•āύāĻ¸ā§āĻŸā§āϰāĻžāĻ•āĻļāύ_āĻĒāϰāĻžāĻŽāĻ°ā§āĻļ #āĻ•āύāĻ¸ā§āĻŸā§āϰāĻžāĻ•āĻļāύ_āĻ—āĻžāχāĻĄāϞāĻžāχāύ #āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚_āύāĻŋāĻ°ā§āĻŽāĻžāϪ⧇_āĻšāĻŋāϏāĻžāĻŦ #āĻŦāĻžāĻĄāĻŧāĻŋ_āύāĻŋāĻ°ā§āĻŽāĻžāϪ⧇āϰ_āϏāĻŋāĻĻā§āϧāĻžāĻ¨ā§āϤ #āĻ•āύāĻ¸ā§āĻŸā§āϰāĻžāĻ•āĻļāύ_āϭ⧁āϞ_āϖ⧁āϟāĻŋ #āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚_āύāĻŋāĻ°ā§āĻŽāĻžāϪ⧇āϰ_āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ_āϭ⧁āϞ #āĻŦāĻžāĻĄāĻŧāĻŋāϰ_āĻ–āϰāϚ_āĻ•āϤ #āĻ•āĻŋāĻšā§‡āύ_āϰ⧁āĻŽ

1. Structure = 35%2. Brick work = 6%3. Wood work = 5%4. Metal work = 2%5. Plambing and Sanitary = 6%6. Electrical w...
07/06/2025

1. Structure = 35%
2. Brick work = 6%
3. Wood work = 5%
4. Metal work = 2%
5. Plambing and Sanitary = 6%
6. Electrical work = 7%
7. Plaster work = 4%
8. General Floor Tiles work = 6%
9. Toilet & Kit wall Tiles work = 3%
10. Aluminium work = 4%
11. EME(Lift,Generator,Substation)=10%
12. Paint work = 3%
13. Others civil work = 6%
14. Utility connection & Bill = 3%
Total = 100%

âœĒ STRUCTURE ~ 35%
- Footing & Column Padestal = 20%
- Grade Beam, UGWR top Slab = 5%
- GF Column, Stair etc = 4%
- 1st Floor Slab = 9%
- Typical Floor Column (5x3%) = 15%
- 2nd floor slab to roof slab (5x8) = 40%
- Roof top = 7%
TOTAL = 100% (ā§Šā§Ģ% āϝ⧇āĻ­āĻžāĻŦ⧇ āφāϏāĻŦ⧇āĨ¤)

âœĒ BRICK WORK ~ 6%
- GF Brick work = 6%
- 1st floor Brick work = 18%
- 2nd floor Brick work = 18%
- 3rd floor Brick work = 18%
- 4th floor Brick work = 18%
- 5th floor Brick work = 18%
-Roof Top Brick work = 4%
TOTAL = 100% (ā§Ŧ% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ WOOD WORK ~ 5%
- Door frame = 40%
- Main Door Shutter = 15%
- Partex Door Shutter = 35%
- Cat Door & Accessories = 10%
TOTAL = 100% (ā§Ģ% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇)

âœĒ METAL WORK ~ 2%
- Window grill = 55%
- Verandah Railling = 20%
- Stair Railling = 10%
- Main gate, Gen-Sub, safety grill = 15%
TOTAL = 100% (⧍% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ PLAMBING & SANITARY WORK~ 6%
- uPVC vertical line thru duct = 25%
- GI line work = 30%
- Fixture & Fittings = 40%
- Ground Floor = 5%
TOTAL = 100% (ā§Ŧ% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ ELECTRICAL~ 7%
- Conduiting inside slab = 10%
- Conduiting on wall i/c MK box=15%
- Cabling work = 55%
- Switch-Socket = 20%
TOTAL = 100% (ā§­% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ PLASTER ~ 4%
- Ceiling plaster = 20%
- Internal wall plaster = 50%
- Outside plaster/facing bricks = 30%
TOTAL = 100% (ā§Ē% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ GENERAL FLOOR TILES ~ 6%
- General floor & Verandah = 75%
- Stair, typical lobby & lift wall = 20%
- GF lift lobby, wall, reception = 5%
TOTAL = 100% (ā§Ŧ% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ TOILET & KIT WALL TILES ~ 3%
- Bath wall = 60%
- Kitchen wall = 20%
- Bath floor = 9%
- Bath counter top = 4%
- Kitchen floor = 3%
- Kitchen counter top =4%
TOTAL = 100% (ā§Š% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ ALUMINIUM WORK ~ 4%
- Outer framing-window sliding= 40%
- Glass shutter-window sliding = 30%
- Verandah sliding = 20%
- Toilet high window = 5%
- Comnon area = 5%
TOTAL = 100% (ā§Ē% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ EME ~ 10%
- Lift = 50%
- Generator = 25%
- Substation = 20%
- PABX, Fire extinguisher etc = 5%
TOTAL = 100% (ā§§ā§Ļ% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ PAINT WORK ~ 3%
- Upto putty = 40%
- Internal wall&ceiling 1st coat= 20%
- Internal wall&ceiling 2nd coat= 15%
- Outside paint/ceramic Tites = 25%
TOTAL = 100% (ā§Š% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ OTHERS CIVIL WORK ~ 6%
- Boundary wall = 30%
- Line terracing/Roof top paver= 15%
- LOGO, Gardening & others = 4%
- GF BBC = 14%
- GF pavement & footpath dev = 10%
- Lintel, F/slab, drop wall, counter slab = 20%
- Cable tray = 1%
- Sanitary duct cover, ceiling etc= 4%
- Reception desk, letter box = 2%
TOTAL = 100% (ā§Ŧ% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

âœĒ UTILITY CONNECTION & BILL ~ 3%
- DESA/DESCO = 35%
- TITAS = 20
- WASA = 15%
- Utility bills = 30%
TOTAL = 100% (ā§Š% āϝ⧇āĻ­āĻžāĻŦ⧇ āĻšāĻŦ⧇āĨ¤)

āχāĻžā§āϜāĻŋ. āĻŽā§‹āσ āĻŽā§‡āĻšā§‡āĻĻā§€ āĻšāĻžāϏāĻžāύ
āĻŦāĻŋāĻāϏāϏāĻŋ āχāĻžā§āϜāĻŋāύāĻŋ⧟āĻžāϰ ( āϏāĻŋāĻ­āĻŋāϞ)
āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚ āĻ•āύāϏāĻžāϞāĻŸā§‡āĻ¨ā§āϟ, āĻĄāĻŋāϜāĻžāχāύāĻžāϰ āĻ“ āϏ⧁āĻĒāĻžāϰāĻ­āĻŋāĻļāύ
MIEB, RDA Enlisted
01971-989584 (Call / WhatsApp)

29/05/2025

āĻ›āĻžāĻĻ āĻĸāĻžāϞāĻžāĻ‡ā§Ÿā§‡āϰ āĻšāĻŋāϏāĻžāĻŦāĨ¤
ā§§ā§Ģā§Ļā§Ļ āĻŦāĻ°ā§āĻ— āĻĢāĻŋāϟ āĻāĻ•āϟāĻŋ āĻ›āĻžāĻĻ āĻĸāĻžāϞāĻžāχ āĻāϰ āχāϟ, āĻŦāĻžāϞ⧁, āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻāĻŦāĻ‚ āϰāĻĄ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ āĻŦ⧇āϰ āĻ•āϰāĻžāϰ āĻšāĻŋāϏāĻžāĻŦ

āĻŽāύ⧇āĻ•āϰāĻŋ āĻ›āĻžāĻĻ⧇āϰ āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ = ā§Ģā§Ļ āĻĢāĻŋāϟ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇āϰ āĻĒā§āϰāĻ¸ā§āĻĨ = ā§Šā§Ļ āĻĢāĻŋāϟ
āĻ›āĻžāĻĻ⧇āϰ āĻĒ⧁āϰ⧁āĻ¤ā§āĻŦ= ā§Ģ āχāĻžā§āϚāĻŋ

āϤāĻžāĻšāϞ⧇ āĻ›āĻžāĻĻ⧇āϰ āĻ•ā§āώ⧇āĻ¤ā§āϰāĻĢāϞ = āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ X āĻĒā§āϰāĻ¸ā§āĻĨ = ā§Ģā§Ļ X ā§Šā§Ļ = ā§§ā§Ģā§Ļā§Ļ āĻŦāĻ°ā§āĻ— āĻĢāĻŋāϟ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇āϰ āĻ†ā§ŸāϤāύ = āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ X āĻĒā§āϰāĻ¸ā§āĻĨ X āĻĒ⧁āϰ⧁āĻ¤ā§āĻŦ = ā§Ģā§Ļ X ā§Šā§Ļ X ā§Ļ.ā§Ēā§§ā§Ŧā§Ŧ (ā§Ģ/⧧⧍ āχāĻžā§āϚāĻŋ āϕ⧇ āĻĢāĻŋāϟ āĻšāĻŋāϏ⧇āĻŦ⧇)
= ā§Ŧ⧍ā§Ē.⧝ āĻŦāĻž ā§Ŧ⧍ā§Ģ āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ

āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ āĻŽā§‹āϟ āĻ†ā§ŸāϤāύ⧇āϰ āĻšā§‡ā§Ÿā§‡ āĻĻā§‡ā§œāϗ⧁āύ āĻŦā§‡ā§œā§‡ āϝāĻžā§Ÿ āϤāĻžāχ
āφāĻĻā§āϰ āφāĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ = ā§Ŧ⧍ā§Ģ X ā§§.ā§Ģ = ā§¯ā§Šā§­.ā§Ģ āĻŦāĻž ā§¯ā§Šā§Ž āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ

āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻŦāĻžāϞ⧁ āĻ“ āĻ–ā§‹ā§ŸāĻžāϰ āĻ…āύ⧁āĻĒāĻžāϤ = āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ: āĻŦāĻžāϞ⧁: āĻ–ā§‹āϝāĻŧāĻž = ā§§: ⧍: ā§Ē
āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ = ā§§+⧍+ā§Ē = ā§­

āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = (āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻ…āύ⧁āĻĒāĻžāϤ) Ãˇ āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ
= (ā§¯ā§Šā§Ž X ā§§) Ãˇ ā§­ = ā§§ā§Šā§Ē āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ
= ā§§ā§Ļā§Ž āĻŦā§āϝāĻžāĻ— (ā§§.⧍ā§Ģ āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ = ā§§ āĻŦā§āϝāĻžāĻ—)

āĻŦāĻžāϞ⧁ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = (āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X āĻŦāĻžāϞ⧁āϰ āĻ…āύ⧁āĻĒāĻžāϤ) Ãˇ āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ
= (ā§¯ā§Šā§Ž X ⧍) Ãˇ ā§­ = ⧍ā§Ŧā§Ž āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ

āĻ–ā§‹ā§ŸāĻž āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = (āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X āĻ–ā§‹ā§ŸāĻžāϰ āĻ…āύ⧁āĻĒāĻžāϤ) Ãˇ āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ
= (ā§¯ā§Šā§Ž X ā§Ē) Ãˇ ā§­ = ā§Ģā§Šā§Ŧ āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ
= ā§­ā§Žā§Žā§¨.ā§Š āĻŦāĻž ā§­ā§Žā§Žā§Š āϟāĻŋ āχāϟ āĻĨ⧇āϕ⧇ āϤ⧈āϰāĻŋ āĻ–ā§‹ā§ŸāĻž (ā§§ āϟāĻŋ āχāϟ = ā§Ļ.ā§Ļā§Ŧā§Ž āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ)

āϰāĻĄ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = āĻļ⧁āĻ•āύ⧋ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X ⧍⧍⧍ X ā§§.ā§Ģ% (āϰāĻĄā§‡āϰ āĻāĻ•āĻ• āĻ“āϜāύ ⧍⧍⧍āϕ⧇āϜāĻŋ/ āϏāĻŋāĻāĻĢāϟāĻŋ)
= ā§Ŧ⧍ā§Ģ X ⧍⧍⧍ X (ā§§.ā§Ģ Ãˇ ā§§ā§Ļā§Ļ)
= ⧍ā§Ļā§Žā§§.⧍ā§Ģ āĻŦāĻž ⧍ā§Ļā§Žā§¨ āϕ⧇āϜāĻŋ
= ⧍.ā§Ļā§Žā§¨ āϟāύ

āφāϝāĻŧāϤāύ, āϰāĻĄ āĻŦāϏāĻžāύ⧋āϰ āĻĻ⧁āϰāĻ¤ā§āĻŦ āĻ“ āϰāĻĄā§‡āϰ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ āĻ…āύ⧁āϏāĻžāϰ⧇ āϰāĻĄā§‡āϰ āĻšāĻŋāϏāĻžāĻŦ
āĻ›āĻžāĻĻ⧇ āϏāĻžāϧāĻžāϰāύāϤ ā§§ā§Ļ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ, ⧧⧍ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ, ā§§ā§Ŧ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ āϰāĻĄ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āĻšā§Ÿ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇ āϰāĻĄ āĻĨ⧇āϕ⧇ āϰāĻĄā§‡āϰ āĻĻ⧁āϰāĻ¤ā§āĻŦ ā§Ģ āχāĻžā§āϚāĻŋ āĻĨ⧇āϕ⧇ ā§­ āχāĻžā§āϚāĻŋ āĻšā§Ÿā§‡ āĻĨāĻžāϕ⧇

āĻŽāύ⧇āĻ•āϰāĻŋ āĻ›āĻžāĻĻ⧇āϰ āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ = ā§Ģā§Ļ āĻĢāĻŋāϟ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇āϰ āĻĒā§āϰāĻ¸ā§āĻĨ = ā§Šā§Ļ āĻĢāĻŋāϟ

āφāĻŽāϰāĻž āϝāĻĻāĻŋ ā§Ģ āχāĻžā§āϚāĻŋ āĻĒāϰ āĻĒāϰ āϰāĻĄ āĻŦāϏāĻžāχ āϤāĻžāĻšāϞ⧇

ā§Ģā§Ļ āĻĢāĻŋāϟ āĻ āĻŽā§‹āϟ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāύ
= ā§Ģā§ĻāĻĢāĻŋāϟ/ ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ā§Ŧā§Ļā§Ļ āχāĻžā§āϚāĻŋ / ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ⧧⧍ā§Ļ+ā§§
= ⧧⧍⧧ āĻĒāĻŋāϏ (āĻĒā§āϰāϤāĻŋ āĻĒāĻŋāϏ ā§Šā§Ļ āĻĢāĻŋāϟ āĻĻ⧈āĻ°ā§āĻ˜ā§‡āϰ)
= ā§Šā§Ŧā§Šā§Ļ āĻĢāĻŋāϟ

ā§Šā§Ļ āĻĢāĻŋāϟ āĻ āĻŽā§‹āϟ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāύ
= ā§Šā§ĻāĻĢāĻŋāϟ/ ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ā§Šā§Ŧā§Ļ āχāĻžā§āϚāĻŋ / ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ⧭⧍+⧧
= ā§­ā§Š āĻĒāĻŋāϏ (āĻĒā§āϰāϤāĻŋ āĻĒāĻŋāϏ ā§Ģā§Ļ āĻĢāĻŋāϟ āĻĻ⧈āĻ°ā§āĻ˜ā§‡āϰ)
= ā§Šā§Ŧā§Ģā§Ļ āĻĢāĻŋāϟ

āĻŽā§‡āĻžāϟ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāύ = ā§Šā§Ŧā§Šā§Ļ āĻĢāĻŋāϟ+ ā§Šā§Ŧā§Ģā§Ļ āĻĢāĻŋāϟ
=ā§­ā§¨ā§Žā§Ļ āĻĢāĻŋāϟ

āϰāĻĄā§‡āϰ āĻ“āϜāύ = D²/ā§Ģā§Šā§¨.⧍ āϕ⧇āϜāĻŋ (D āĻšāϞ āϰāĻĄā§‡āϰ āĻĄāĻžā§ŸāĻž āĻŦāĻž āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ)
= ā§§ā§¨Â˛/ ā§Ģā§Šā§¨.⧍ āϕ⧇āϜāĻŋ (⧧⧍ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ āϰāĻĄ āĻāϰ āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇)
= ā§Ļ.⧍⧭ āϕ⧇āϜāĻŋ (āĻĒā§āϰāϤāĻŋ āĻĢāĻŋāϟ āĻ)

āĻŽā§‹āϟ āĻ“āϜāύ= ā§­ā§¨ā§Žā§Ļ X ā§Ļ.⧍⧭ āϕ⧇āϜāĻŋ
= ⧧⧝ā§Ŧā§Ģ.ā§Ŧ āĻŦāĻž ⧧⧝ā§Ŧā§Ŧ āϕ⧇āϜāĻŋ
= ā§§.⧝ā§Ŧā§Ŧ āϟāύ (āφāϰāĻ“ ā§Ģ-ā§§ā§Ļ% āĻ…āĻĒāϚ⧟ āĻāϰ āϜāĻ¨ā§āϝ āĻŦāĻžā§œāϤāĻŋ āϰāĻĄā§‡āϰ āĻĻāϰāĻ•āĻžāϰ āĻšāĻŦ⧇)
= ⧍ā§Ļā§Ŧā§Ē.ā§Š āĻŦāĻž ⧍ā§Ļā§Ŧā§Ģ āϕ⧇āϜāĻŋ(ā§Ģ% āĻŦāĻžā§œāϤāĻŋ āϧāϰ⧇)āĻ›āĻžāĻĻ āĻĸāĻžāϞāĻžāĻ‡ā§Ÿā§‡āϰ āĻšāĻŋāϏāĻžāĻŦāĨ¤

ā§§ā§Ģā§Ļā§Ļ āĻŦāĻ°ā§āĻ— āĻĢāĻŋāϟ āĻāĻ•āϟāĻŋ āĻ›āĻžāĻĻ āĻĸāĻžāϞāĻžāχ āĻāϰ āχāϟ, āĻŦāĻžāϞ⧁, āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻāĻŦāĻ‚ āϰāĻĄ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ āĻŦ⧇āϰ āĻ•āϰāĻžāϰ āĻšāĻŋāϏāĻžāĻŦ

āĻŽāύ⧇āĻ•āϰāĻŋ āĻ›āĻžāĻĻ⧇āϰ āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ = ā§Ģā§Ļ āĻĢāĻŋāϟ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇āϰ āĻĒā§āϰāĻ¸ā§āĻĨ = ā§Šā§Ļ āĻĢāĻŋāϟ
āĻ›āĻžāĻĻ⧇āϰ āĻĒ⧁āϰ⧁āĻ¤ā§āĻŦ= ā§Ģ āχāĻžā§āϚāĻŋ

āϤāĻžāĻšāϞ⧇ āĻ›āĻžāĻĻ⧇āϰ āĻ•ā§āώ⧇āĻ¤ā§āϰāĻĢāϞ = āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ X āĻĒā§āϰāĻ¸ā§āĻĨ = ā§Ģā§Ļ X ā§Šā§Ļ = ā§§ā§Ģā§Ļā§Ļ āĻŦāĻ°ā§āĻ— āĻĢāĻŋāϟ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇āϰ āĻ†ā§ŸāϤāύ = āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ X āĻĒā§āϰāĻ¸ā§āĻĨ X āĻĒ⧁āϰ⧁āĻ¤ā§āĻŦ = ā§Ģā§Ļ X ā§Šā§Ļ X ā§Ļ.ā§Ēā§§ā§Ŧā§Ŧ (ā§Ģ/⧧⧍ āχāĻžā§āϚāĻŋ āϕ⧇ āĻĢāĻŋāϟ āĻšāĻŋāϏ⧇āĻŦ⧇)
= ā§Ŧ⧍ā§Ē.⧝ āĻŦāĻž ā§Ŧ⧍ā§Ģ āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ

āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ āĻŽā§‹āϟ āĻ†ā§ŸāϤāύ⧇āϰ āĻšā§‡ā§Ÿā§‡ āĻĻā§‡ā§œāϗ⧁āύ āĻŦā§‡ā§œā§‡ āϝāĻžā§Ÿ āϤāĻžāχ
āφāĻĻā§āϰ āφāĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ = ā§Ŧ⧍ā§Ģ X ā§§.ā§Ģ = ā§¯ā§Šā§­.ā§Ģ āĻŦāĻž ā§¯ā§Šā§Ž āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ

āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻŦāĻžāϞ⧁ āĻ“ āĻ–ā§‹ā§ŸāĻžāϰ āĻ…āύ⧁āĻĒāĻžāϤ = āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ: āĻŦāĻžāϞ⧁: āĻ–ā§‹āϝāĻŧāĻž = ā§§: ⧍: ā§Ē
āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ = ā§§+⧍+ā§Ē = ā§­

āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = (āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻ…āύ⧁āĻĒāĻžāϤ) Ãˇ āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ
= (ā§¯ā§Šā§Ž X ā§§) Ãˇ ā§­ = ā§§ā§Šā§Ē āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ
= ā§§ā§Ļā§Ž āĻŦā§āϝāĻžāĻ— (ā§§.⧍ā§Ģ āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ = ā§§ āĻŦā§āϝāĻžāĻ—)

āĻŦāĻžāϞ⧁ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = (āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X āĻŦāĻžāϞ⧁āϰ āĻ…āύ⧁āĻĒāĻžāϤ) Ãˇ āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ
= (ā§¯ā§Šā§Ž X ⧍) Ãˇ ā§­ = ⧍ā§Ŧā§Ž āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ

āĻ–ā§‹ā§ŸāĻž āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = (āφāĻĻā§āϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X āĻ–ā§‹ā§ŸāĻžāϰ āĻ…āύ⧁āĻĒāĻžāϤ) Ãˇ āĻ…āύ⧁āĻĒāĻžāϤ⧇āϰ āϝ⧋āĻ—āĻĢāϞ
= (ā§¯ā§Šā§Ž X ā§Ē) Ãˇ ā§­ = ā§Ģā§Šā§Ŧ āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ
= ā§­ā§Žā§Žā§¨.ā§Š āĻŦāĻž ā§­ā§Žā§Žā§Š āϟāĻŋ āχāϟ āĻĨ⧇āϕ⧇ āϤ⧈āϰāĻŋ āĻ–ā§‹ā§ŸāĻž (ā§§ āϟāĻŋ āχāϟ = ā§Ļ.ā§Ļā§Ŧā§Ž āϘāύāĻĢāĻŋāϟ/āϏāĻŋāĻāĻĢāϟāĻŋ)

āϰāĻĄ āĻāϰ āĻĒāϰāĻŋāĻŽāĻžāύ = āĻļ⧁āĻ•āύ⧋ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āĻ†ā§ŸāϤāύ X ⧍⧍⧍ X ā§§.ā§Ģ% (āϰāĻĄā§‡āϰ āĻāĻ•āĻ• āĻ“āϜāύ ⧍⧍⧍āϕ⧇āϜāĻŋ/ āϏāĻŋāĻāĻĢāϟāĻŋ)
= ā§Ŧ⧍ā§Ģ X ⧍⧍⧍ X (ā§§.ā§Ģ Ãˇ ā§§ā§Ļā§Ļ)
= ⧍ā§Ļā§Žā§§.⧍ā§Ģ āĻŦāĻž ⧍ā§Ļā§Žā§¨ āϕ⧇āϜāĻŋ
= ⧍.ā§Ļā§Žā§¨ āϟāύ

āφāϝāĻŧāϤāύ, āϰāĻĄ āĻŦāϏāĻžāύ⧋āϰ āĻĻ⧁āϰāĻ¤ā§āĻŦ āĻ“ āϰāĻĄā§‡āϰ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ āĻ…āύ⧁āϏāĻžāϰ⧇ āϰāĻĄā§‡āϰ āĻšāĻŋāϏāĻžāĻŦ
āĻ›āĻžāĻĻ⧇ āϏāĻžāϧāĻžāϰāύāϤ ā§§ā§Ļ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ, ⧧⧍ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ, ā§§ā§Ŧ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ āϰāĻĄ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āĻšā§Ÿ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇ āϰāĻĄ āĻĨ⧇āϕ⧇ āϰāĻĄā§‡āϰ āĻĻ⧁āϰāĻ¤ā§āĻŦ ā§Ģ āχāĻžā§āϚāĻŋ āĻĨ⧇āϕ⧇ ā§­ āχāĻžā§āϚāĻŋ āĻšā§Ÿā§‡ āĻĨāĻžāϕ⧇

āĻŽāύ⧇āĻ•āϰāĻŋ āĻ›āĻžāĻĻ⧇āϰ āĻĻ⧈āĻ°ā§āĻ˜ā§āϝ = ā§Ģā§Ļ āĻĢāĻŋāϟ
āĻāĻŦāĻ‚ āĻ›āĻžāĻĻ⧇āϰ āĻĒā§āϰāĻ¸ā§āĻĨ = ā§Šā§Ļ āĻĢāĻŋāϟ

āφāĻŽāϰāĻž āϝāĻĻāĻŋ ā§Ģ āχāĻžā§āϚāĻŋ āĻĒāϰ āĻĒāϰ āϰāĻĄ āĻŦāϏāĻžāχ āϤāĻžāĻšāϞ⧇

ā§Ģā§Ļ āĻĢāĻŋāϟ āĻ āĻŽā§‹āϟ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāύ
= ā§Ģā§ĻāĻĢāĻŋāϟ/ ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ā§Ŧā§Ļā§Ļ āχāĻžā§āϚāĻŋ / ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ⧧⧍ā§Ļ+ā§§
= ⧧⧍⧧ āĻĒāĻŋāϏ (āĻĒā§āϰāϤāĻŋ āĻĒāĻŋāϏ ā§Šā§Ļ āĻĢāĻŋāϟ āĻĻ⧈āĻ°ā§āĻ˜ā§‡āϰ)
= ā§Šā§Ŧā§Šā§Ļ āĻĢāĻŋāϟ

ā§Šā§Ļ āĻĢāĻŋāϟ āĻ āĻŽā§‹āϟ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāύ
= ā§Šā§ĻāĻĢāĻŋāϟ/ ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ā§Šā§Ŧā§Ļ āχāĻžā§āϚāĻŋ / ā§Ģ āχāĻžā§āϚāĻŋ +ā§§
= ⧭⧍+⧧
= ā§­ā§Š āĻĒāĻŋāϏ (āĻĒā§āϰāϤāĻŋ āĻĒāĻŋāϏ ā§Ģā§Ļ āĻĢāĻŋāϟ āĻĻ⧈āĻ°ā§āĻ˜ā§‡āϰ)
= ā§Šā§Ŧā§Ģā§Ļ āĻĢāĻŋāϟ

āĻŽā§‡āĻžāϟ āϰāĻĄā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāύ = ā§Šā§Ŧā§Šā§Ļ āĻĢāĻŋāϟ+ ā§Šā§Ŧā§Ģā§Ļ āĻĢāĻŋāϟ
=ā§­ā§¨ā§Žā§Ļ āĻĢāĻŋāϟ

āϰāĻĄā§‡āϰ āĻ“āϜāύ = D²/ā§Ģā§Šā§¨.⧍ āϕ⧇āϜāĻŋ (D āĻšāϞ āϰāĻĄā§‡āϰ āĻĄāĻžā§ŸāĻž āĻŦāĻž āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ)
= ā§§ā§¨Â˛/ ā§Ģā§Šā§¨.⧍ āϕ⧇āϜāĻŋ (⧧⧍ āĻŽāĻŋāϞāĻŋāĻŽāĻŋāϟāĻžāϰ āϰāĻĄ āĻāϰ āĻ•ā§āώ⧇āĻ¤ā§āϰ⧇)
= ā§Ļ.⧍⧭ āϕ⧇āϜāĻŋ (āĻĒā§āϰāϤāĻŋ āĻĢāĻŋāϟ āĻ)

āĻŽā§‹āϟ āĻ“āϜāύ= ā§­ā§¨ā§Žā§Ļ X ā§Ļ.⧍⧭ āϕ⧇āϜāĻŋ
= ⧧⧝ā§Ŧā§Ģ.ā§Ŧ āĻŦāĻž ⧧⧝ā§Ŧā§Ŧ āϕ⧇āϜāĻŋ
= ā§§.⧝ā§Ŧā§Ŧ āϟāύ (āφāϰāĻ“ ā§Ģ-ā§§ā§Ļ% āĻ…āĻĒāϚ⧟ āĻāϰ āϜāĻ¨ā§āϝ āĻŦāĻžā§œāϤāĻŋ āϰāĻĄā§‡āϰ āĻĻāϰāĻ•āĻžāϰ āĻšāĻŦ⧇)
= ⧍ā§Ļā§Ŧā§Ē.ā§Š āĻŦāĻž ⧍ā§Ļā§Ŧā§Ģ āϕ⧇āϜāĻŋ(ā§Ģ% āĻŦāĻžā§œāϤāĻŋ āϧāϰ⧇)

#āχāĻžā§āϜāĻŋāύāĻŋ⧟āĻžāϰāĻŋāĻ‚_āϟāĻŋāĻĒāϏ #āĻ›āĻžāĻĻāĻĸāĻžāϞāĻžāχ #āϏāĻŋāĻ­āĻŋāϞāχāĻžā§āϜāĻŋāύāĻŋ⧟āĻžāϰ #āύāĻŋāĻ°ā§āĻŽāĻžāύāĻ•āĻžāϜ #āϰāĻĄā§‡āϰ_āĻšāĻŋāϏāĻžāĻŦ #āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚_āĻ•āĻ¨ā§āϏāĻŸā§āϰāĻžāĻ•āĻļāύ

Basundhara residential areaG+8 storied
26/05/2025

Basundhara residential area
G+8 storied

18/04/2025

Lalbag kella

Assalamualikum dear all we do have some flat share at metro view tower: Land area: 7.25 katha, flat: 03/floor, flat size...
16/02/2025

Assalamualikum dear all we do have some flat share at metro view tower: Land area: 7.25 katha, flat: 03/floor, flat size: 1450 sft + parking, 3 bed, Living, draw, dining, kitchen, 3 bath, 3 veranda, 01 lift, sun station, generator & all other modern facilities, Land share price: tk 3500000/- share, Road-20'. Best Regards

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