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DESIGN AND IMPLEMENTATION OF THREE WATER WELLS HADIBO

by editor | May 5, 2026 | 0 comments
DESIGN AND IMPLEMENTATION OF THREE WATER WELLS HADIBO
Design and Implementation of Three Water Wells Hadibo

Design and Implementation of
Three Water Wells
Hadibo

Socotra - Yemen
Contract Identification

Contract Identification

Design and Implementation of Three Water Wells, Hadibo - Socotra / Yemen

Award Date

Award Date, Implementation Period

May 2018, 12 months

Completion Date

Completion Date

May 2019

Role in Contract

Role in Contract

Main Contractor
Subcontractor
Management Contractor
Total Contract Amount

Total Contract Amount

USD 495,135

Four hundred ninety-five thousand and one hundred thirty-five dollars

JV Participation

If Partner in a JV, or Subcontractor, Specify Participation in Total Contract Amount

N/A

N/A

N/A

Employer's Name

Employer's Name

Saudi Program for the Reconstruction & Development of Yemen

Address

Address

https://www.facebook.com/SaudiDRPY/

Description of Similarity

Description of the Similarity

Prepare all surveys, studies, design, and required project documents.

Water:
  • Drilling of the four wells.
  • Supply and installation of two pumps.
  • Supply and installation of pipes for water conveyance inside the pump station.
  • Works included related ancillary elements such as valves, chambers, and meters.
Built Environment:
  • Construction of boundary walls for each well.
  • Construction of operator rooms.
  • Construction of electricity generator rooms.
  • Quality control activities.
Amount

Amount

Water:

  • The total cost of the water network works is USD 89,800.

Built Environment:

  • Construction cost of the boundary walls is USD 16,200.
  • Buildings: USD 32,100.
Physical Size

Physical Size

Water:
  • The four wells are of dimensions 25 m², depth 15 m, and net length 16 m.
  • The walls are of height 1.9 m and length 1.2 m for each.
  • The operator rooms are of area 18 m².
  • The electricity generator rooms are of area 16 m².
  • The two pumps are featured with 120 m head and 25 m³/hour flow each.
  • The pipes are of diameter 3 inch and 60 m length for water conveyance inside the pump station.
Complexity

Complexity

  • High surface water level, which led to continuous water drainage.
  • Poor soil type, which required soil reinforcement during excavation.
  • The well was deep, requiring equipment and personnel to be sent down without affecting the project timeline.
  • The initial pipeline design interrupted lands that required expropriation, so the horizontal and vertical pipeline was redesigned.
  • Adverse weather conditions occurred during the rain season in Socotra from May to October.
  • Ships do not enter the island for five months.
Methods

Methods / Technology

  • Used the traditional method.
  • Used heavy equipment in drilling.
  • Working hours were arranged in three shifts.
  • Used suction pumps to remove surface water.
Other Characteristics

Other Characteristics

N/A

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