Skip to main content

Introduction to contracts

 Elements for valid contract

Agreement 

Object

Cause

Form

Legal capacity 

Perfect consent 

 Types of contract 

Lump sum –fixed price 

Re-measurement / unit price

Reimbursable /cost plus  

Contracting methods 

Traditional method (design –bid-build)

Design& build, Turn key 

Fast Track

Choosing suitable form of the FIDIC

Priority of documents according to FIDIC

1.     Contract agreement

2.     The letter of acceptance

3.     The letter of tender

4.     General Conditions (FIDIC)

5.     Special conditions

6.     The specifications

7.     The drawings

8.     The schedules

9.     The contractor proposal

10.JV undertaking

11.If any stated in contract agreement or acceptance letter


Fidic2017 important clauses




 

Comments

Popular posts from this blog

KEYSTONE RETAINING WALL

 Introduction:- Keystone is a mechanical stabilized earth wall MSEW which used to retain soil from one side, it's less cost than concrete walls. Material  1-Keystone Blocks 2-Fiberglass Pins 3-Geo-grids 4- Back-filling Material 5-Concrete pad  Different type of Geogrid:  TT045 can carry load till 45KN/m. TT060 can carry load till. 60KN/m. TT090 can carry load till 90KN/m.  TT120 can carry load till 120KN/m.  TT160 can carry load till. 160KN/m. Method Statement  1) Place HDPE Geogrids on top of the compacted soil. HDPE Geogrids are installed from the front on top of the fiber glass pins (which penetrates the grid) and from to back, Geogrids are fixed horizontally using a steel bars.  2) Lay down the precast concrete units on top of a PC foundation at a level that is a Minimum of 5% from the wall height and reach 10% (buried height) to prevent any lateral movement .  3) Put the layers of Geotextile.  4) Backfilling using fine gravel b...

Differences between development length, anchorage length and splice length

  1-Development length Ld It is the minimum length of a reinforcing bar that must be embedded or "developed" in concrete to ensure that the bar can achieve its full strength in tension or compression. 2-Anchorage length La The distance that the reinforcement extends from the point where the bars are no longer required to resist moments 3-Splice length LS The distance require to transfer the force from bar to another one to upload full presentation please download this  https://drive.google.com/file/d/1layyDvTlJOLzo3jfoW4K5O5UEkgoEzgN/view?usp=sharing

Edge Distance for Bolts as per Egyptian Code

Bolt grades Bolt Grade 4.6 4.8 5.6 5.8 6.8 8.8 10.9 Fy t/cm2 2.4 3.2 3.0 4.0 4.8 6.4 9 Fu t/cm2 4.0 4.0 5.0 5.0 6.0 8.0 10.0   Ordinary Bolts High strength bolts *Revit have two grades:   grade 1    Fu 5t/cm2, grade2 Fu 6t/cm2 e1= end distance                                                                                ...