| Adhaim Dam Maintenance |
Dam-029 |
W-R-WR-Dam-079 |
Diyala |
The immediate action at Adhaim is to reestablish discharge capability and flow control and to initiate an embankment evaluation program. These measures are essential in order to provide safe and flexible flow releases. The immediate repair to the diversion gate operators and completing operation of the power/irrigation system as the primary discharge will allow for the safe evaluation and rehabilitation of the diversion works system. Modification to the powerhouse cofferdam will be required because of irrigation discharges. To utilize the diversion system as the primary discharge system requires that the following conditions be met:
1. Seepage within the diversion tunnel is confirmed as not an operating or dam safety issue.
2. Diversion gate operation is verified as reliable for the project completion phase (gate sticking and power issues are resolved).
3. Provide temporary power at the at the diversion intake structure.
4. The project flow releases must be operated during the construction completion phase within the design limits of the diversion system. 5. The protection of the construction site coupled with reservoir operation must provide a reasonable level of construction protection (20 year event).
6. Operation of the diversion system provides reliable reservoir pool control while embankment integrity issues are being resolved.
It is also essential that the integrity of the embankment dam be established for current and future operations. These steps must be implemented prior to the next flood season:
1. Provide continuous on-site security and access barriers.
2. Provide temporary power at the power/irrigation intake structure, and downstream powerhouse and irrigation sites.
3. Dewater the powerhouse excavation.
4. Install flanged bulkheads on the terminus of the power penstocks.
5. Make the irrigation discharge cones operational. Provide penstock/conduit filling capability.
6. Modify intake tower crane and lifting beam for raising gates.
7. Permanently secure and properly dog the downstream diversion bulkhead.
8. Install instrumentation at specific embankment locations and begin baseline monitoring.
9. Sample embankment to determine core and shell material density.
Short term actions are complete the evaluation and modification of the diversion outlet so that it can provide optional discharge capability. The following steps are required:
1. Evaluate basin hydrology.
2. Complete contact grouting of diversion tunnel lining.
3. Install new hydraulic operators for the power/irrigation intake gates.
4. Survey as-built embankment slopes, conduct stability reevaluation and provide alternatives to address deficiencies as appropriate. |
$8,882,000 |
7/1/2004 |
9/30/2006 |
| Advance Degree Educational Program |
Cap-019 |
|
Nationwide |
Educational opportunities for undergraduate or advanced study outside of Iraq were virtually impossible for the past 25 years. As a result, at least two generations of scientists and engineers have not been able to keep pace with emerging technology and concepts. Foreign study is essential to re-enrich the Ministry’s future leaders, managers, and decision makers. |
$250,000 |
6/1/2004 |
8/31/2004 |
| Aerial Photography for the Whole Country Area |
Cap-004 |
|
Nationwide |
Perform new aerial photography in order to prepare up-dated topographical maps. |
$216,667 |
4/1/2004 |
4/1/2004 |
| Al Latifiya Reclamation Project |
Major-018 |
|
Baghdad |
Reclamate 25,750 ha (hectares), lining canals |
$5,250,000 |
4/1/2004 |
9/30/2005 |
| Al Swaib Farm Reclamation Project |
Major-020 |
|
Basrah |
Reclamate 7000 ha (hectares), lining canals |
$6,600,000 |
1/1/2004 |
6/30/2006 |
| Amara Barrage - Construction of Dykes |
Barrage-008 |
|
Missan |
Construct dykes around Ammara Barrage. Without these construcion dykes, construction of the Barrage can't be started. Ammara barrage to be constructed on Tigris River in Ammara City. |
$5,700,000 |
8/1/2004 |
3/1/2005 |
| Badoosh Dam (Phase I) Rehabilitation |
Dam-028 |
W-R-WR-Dam-265 |
Ninewa |
Upgrade security and communications. Install reliable flow regulation. Limit maximum pool elevation. Evaluate as constructed condition of the embankment. Security is required to prevent theft and vandalism. Communications is critical to coordinated operation of a nationwide water management system. Rehabilitate existing dam approximately seven (7) kilometers downstream of the Mosul dam. Work to include repairs to structure concrete, maintenance and repair of control structures, and remediation of channel degradation downstream of the dam.
Badoosh dam consists of earth and concrete dam, and contains spillway & hydropower station. The length of the dam is 3730m storage of the sam is 10 X 10^8 at a level of 307+. This project aims to protect Mosul city from flood and for power generation of 170 mw in addition of regulating the river flow.
The project is located about 15 km NW of Mosul at South of Mosul Dam. |
$35,528,000 |
1/1/2004 |
1/31/2010 |
| Basra Canal Regulators - Tidal Channel Flushing |
Reg-006 |
W-R-WR-Basra Channel-098 |
Basrah |
Create a system for tidal channel flushing of the existing canal network in the City of Basra. Remove existing garbage and debris from the existing canal network in the City of Basra. Reshape cross sections of canals in specified areas. Construct six flow control gates, one each at the intersection of the Shatt Al-Arab with: Sarraji Creek, Khora Creek, Ashar Creek, Khandak Creek, Roubat Creek, and Jubaila Creek. Construct three link canals to form “loops”, improving system performance. |
$71,057,000 |
7/1/2004 |
1/31/2005 |
| Basra Restoration of date palms in Sharash |
IR-045 |
|
Basrah |
|
$940,000 |
3/1/2004 |
8/1/2004 |
| Basra Water Scheme, Pumping Stations No. 01 Rehabilitation |
PS-001 |
W-R-WR-PS and G-143 |
Basrah |
Pump raw water to the City of Basra water treatment facilities. Rehabilitate (provide new pumps and accoutrements) at pumping station numbered 01. Includes the following: replacement pump and motor complete, electrical installation, cables, and complete sets of accessories. Provide horizontal pumps with unit capacity of 1.0 CMS. Total design discharge equals 15.2 CMS. Projected head equals 21 meters.
1. Refurbish and/or replace bar screens.
2. Replace the pumps, motors and valves.
3. Repair and/or replace six (6) 1000 kVA/2600 kVA transformers.
4. Provide and install two (2) 1000 kVA generators (included in separate Project Identification Form).
5. Desilt inlet basin.
6. Clean and maintain suction pipe works.
7. Provide and install ultrasonic and telemetry monitoring equipment for monitoring upstream and downstream water levels and volume of flow at each pump. Signal monitoring to be integrated from R0 (R-zero), PS 1 and PS 2 to enable the system to regulate flow levels, optimize pumping and power use and to prevent flooding of the channel at the R0 inlet.
8. Repair the perimeter fence, roughly 200 meters of posts, galvanized fence and razor wire. |
$2,949,000 |
8/1/2004 |
6/30/2005 |
| Basra Water Scheme, Pumping Stations No. 02 - Rehabilitation |
PS-002 |
W-R-WR-PS and G-264 |
Basrah |
Pump raw water to the City of Basra water treatment facilities. Rehabilitate (provide new pumps and accoutrements) at pumping station number 02. Includes the following: pump and motor complete, electrical installation, cables, and complete sets of accessories. Provide fourteen (14) horizontal pumps with unit capacity of 1.0 CMS. Total design discharge equals 15.2 CMS. Projected head equals 21 meters. Construct electric supply line and substation 33/11 kV (there is no power currently at site).
1. Replace the pumps, motors and valves.
2. Repair and/or replace the transformers and all HV cabling to switchgear and pumps.
3. Repair and/or replace all switchgear.
4. Provide and install two (2) 1000 kVA generators (included in separate Project Identification Form).
5. Clean and maintain suction pipe works.
6. Repair the perimeter fence, roughly 600 meters of posts, galvanized fence and razor wire |
$3,757,000 |
3/15/2004 |
6/30/2004 |
| Basra/Umm Qasr Water Supply Scheme - Rehabilitation |
WS-001 |
W-R-WR-Basra Water-097 |
Basrah |
Rehabilitate the sweet water canal between Bada and Basra. Remove silt from key sections of the channel. Embankment restoration. Repairs to existing concrete canal lining (grouting, panel replacement joint repair). Slope repairs and paving of existing earthen canal. Repair two pump stations. |
$113,699,000 |
6/1/2004 |
10/31/2004 |
| Bekhma Dam Construction |
Dam-010 |
|
Arbil |
Completion of the Bekhme Dam would provide several benefits including 1500 Megawatts of installed hydropower capacity, flood control through regulation of the Greater Zab River, and water supply for irrigation and municipal and industrial uses. |
$514,500,000 |
3/1/2004 |
3/1/2005 |
| Bkerman - Khalekan Dam - Various Projects |
Dam-011 |
|
Duhuk |
Construction of the dam on the Khazer River in the Duhuk governance for the purposes of irrigation, power supply, and flood control. Bakrman dam has to be constructed after completion of Khazer-Komel project (irrigation project) 14 km Northeast of Mosul dam. Dam height 42 m. power = 67 MW. Total capacity 0.55 m3
The Khalekan dam is proposed for regulating the design water level in main canals for Kazer-Gomel irrigation project. The length of the dam is 400m and 15m high and storage level is 390m. This dam is located about 20km u/s Bakerman dam near Khalekan village. This project wil be executed in coodination with Bakerman dam.
Bakerman dam is proposed to serve Kazer-Gomal irrigation project in addition for power generation the storage of dam is about 490 million m3 and dead storage is 60 million m3. The height of the dam is 105m and type of this dam is an arch -concrete dam, with max discharge 3600 m3/sec in probability 1/10000 year. This project is located near Bakerman village on the Kazer river with in Aara Qatha. |
$260,000,000 |
1/1/2004 |
1/31/2006 |
| Canal Clearing Equipment |
Equip-007 |
|
Nationwide |
10 dredgers (capacity = 1000m3/hr)
50 hydraulic excavators
20 hydraulic excavators with long booms
50 front end (tired) shovel
50 dragline excavator
10 mobile workshop )(pump staion mainteance)
12 mobile concrete factories
100 cranes (25-60 ton)
1,000,000m of rubber sheets for canal lining (2.2mm thick)
50,000 gabion (1x1x.5m)
20,000 gabion (1x1x.3m)
6 opening & lining machines for irrigation canals |
$133,000,000 |
3/1/2004 |
3/1/2004 |
| Completion of Al Rushdiyah Project - Canal Lining |
IR-010 |
|
Kerbala |
Lining of canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$267,000 |
3/1/2004 |
7/1/2007 |
| Completion of the Al-Tarbuliah Project |
IR-040 |
|
Ramadi |
Irrigation project for 4000m - provides farm land. |
$234,000 |
8/1/2004 |
1/31/2005 |
| Connection of Ramadi Main Drain |
IR-001 |
|
Anbar |
This project consists primarily of widening and deeping 30 km of drainage canal. The canal empties water into the Main Outfall Drain (MOD). The MOD is the central drainage system collecting contaminated water from several major irrigation systems and transporting it to the sea. This project will prevent the contaminated water from overflowing directly into the Euphrates. A siphon is located at the upper end of the Ramadi Drain to pass the drain under the outflow river from Tharthar Lake. The siphon is not able to keep up with the upstream flows (do to backwater conditions downstream of the siphon) which is causing an overflow of that water into the Euphrates. Downstream of this siphon is an old open drain which connects to the MOD. This system is not sufficient for getting the water to the MOD and needs to be widened, deepened and lined.
Earth Works:
Excavate the drain canal from the siphon on DD-00 to the MOD to handle a discharge capacity of 9 cms.
To total length of canal to be widened and deepened is approximately 30 kilometers.
Total excavation estimated at 850,000 cubic meters.
Price of excavation is estimated at $0.75 USD per cubic meter.
Fill material as base for concrete canal lining.
130,000 cubic meters of backfill at $1 USD per cubic meter.
Concrete Canal Lining:
Lining of 30 kilometers of DD-00 to a thickness of 10 centimeters.
Total quanity estimated at 19700 sq meters.
Price is estimated at $150 USD per cubic meter
Lining of entrance canals to DD-00 to a thickness of 6.5 centimeters.
Total quantity estimated at 950 sq meters.
Bridge and Culverts:
14 Prestreased girder vehicle bridges across canal.
13 Prestreased girder pedestrian bridges across canal.
13 Concrete pipe rural road crossings. |
$2,036,300 |
5/1/2004 |
9/1/2005 |
| Construction and Rehabilitation of 40 kahrez |
IR-005 |
|
Suliamaniyah |
Rehabilitation of 40 kahrez; binding of groundwater resources. Kahrez is a natural water stream in mountainous area to collect water. |
$1,000,000 |
6/1/2004 |
11/30/2004 |
| Construction of (40) Communications Networks |
Cap-006 |
|
Nationwide |
Establish a communications network between the numerous remote dam and barrage sites and the headquarters. A communication network comprised of stand alone voice and data capable nodes is needed at 40 sites. |
$250,000 |
4/1/2004 |
6/30/2004 |
| Construction of Al Kasara and Al Sweeb Regulators |
Reg-005 |
|
Basrah |
There is currently no regulation of the marsh lands in southern Iraq. To allow the existing water in the newly created marshes to have a possibility of survival, two regulators are needed. One to be located where Tigris flows enter the marsh and one where they exit. The regulators need to be constructed such that a full range of flexibility is allowed to vary inflows and water levels. The opertational levels have not yet been determined. Determination of sustainable levels will be part of an overall Master Plan. The design of the two regulator will be such as to provide enough flexibility to meet a full range of final marsh alternative. The regulators are immediately needed to control excessive loss of vital water resoources needed for drinking water in southern Iraq. |
$8,000,000 |
4/1/2004 |
9/30/2004 |
| Construction of Al-Mahaweel Pump Station |
PS-012 |
|
Babylon |
Construction of Al-Mahaweel Pump Station |
$250,000 |
1/1/2004 |
6/30/2004 |
| Construction of BC Canal Vertical Pump Station |
PS-034 |
|
Kilfil |
Ext. of irrigation to complete water distribution to 2000 lo. |
$834,000 |
8/1/2004 |
2/1/2005 |
| Construction of Mandawa Dam |
Dam-023 |
|
Arbil |
Construction of Mandawa reregulation dam for purposes: Irrigation, power installation, floor control. This dam will provide to the Northern irrigation systems. The dam is located on the upper zab river 44 km downstream of Bakhma dam. This also includes construction a hydropower plant. Dam= Earth & rock fill dam, height = 88 m. |
$1,000,000,000 |
3/1/2004 |
5/1/2005 |
| Construction of Water Control Operations Center |
Fac-001 |
|
Baghdad |
Construction of a Water Control Operation Center. It will be the depository for all real time reservoir level and flow data. The center is a physical structure, or room, with a state-of-the-art graphical display of the system and communications systems to each major hydraulic structure. |
$500,000 |
3/15/2004 |
8/31/2004 |
| Dahok Dam Rehabilitation |
Dam-015 |
W-R-WR-Dam-266 |
Ninewa |
Provide impoundment to supply local irrigation systems. Earth fill dam with approximate length of 613 meters and storage capacity of 52.29 Million Cubic Meters. Irrigation discharge is approximately 3.2 CMS. |
$888,000 |
1/1/2004 |
6/30/2006 |
| Dam Maintenance Program |
Dam-003 |
W-R-WR-Dam-092 |
Nationwide |
Implementation of a four phase maintenance program including cleaning, maintenance management system, procurement of supplies and spare parts, and networking with other countries’ utilities. |
$178,000 |
5/1/2004 |
6/30/2004 |
| Dam Program Project Documentation Implementation |
Dam-005 |
W-R-WR-Dam-091 |
Nationwide |
A complete history of marintenance, problems, as built drawings, ect.needs to be established for each project. Much of this data was looted or destroyed. A focused effort need to be made to accumulate, copy, and archive project documentation and manuals. This documentation concerns technical information for all dams. |
$178,000 |
5/1/2004 |
6/30/2004 |
| Dam Project Staffing Restoration |
Dam-004 |
W-R-WR-Dam-088 |
Nationwide |
Restoration of project staffing and Ministry management. Once the appropriate staff has been established, a centralized system for the management of flow must be developed. This must include studies to establish a system-wide hydrologic evaluation, current hydrographs, hydrographic surveys and sedimentation deposition studies. |
$178,000 |
5/1/2004 |
6/30/2004 |
| Derbendikhan Dam Rehabilitation |
Dam-014 |
W-R-WR-Dam-083 |
Suliamaniyah |
Upgrade security and communications. Spillway gate modifications need review and commissioning and backup power supply. All new gates must be verified as operational. Continue or initiate a project appropriate security staff and procedures. Restore and upgrade an organization-wide communication system. Immediate: Provide standby power and controls to spillway gates and power/irrigation outlet gates. Short Term: Protect exposed hydraulic piping for spillway gates. Remove steel bar screen. Restore core and filters at crest and repair roadway section. Repair coatings to spill gates and power/irrigation gates. Complete repairs to Unit2 turbine/generator. Repair or replace transformer at substation. Repair or replace embankment and instrumentation and provide annual reporting. |
$2,890,000 |
8/1/2004 |
1/31/2006 |
| Developing Al-Rasasi Project |
IR-029 |
|
Salah al-Din |
The Al Rasasi Project is an irrigation by pump project. Al Rasasi Project is located 25km South of Samarra Barrage, and 30 km North of Samarra Barrage. Total area is 5,250 hectares. Complete shortages in project. |
$167,000 |
8/1/2004 |
11/30/2005 |
| Development of Al-Sablu Al-Sagheer Canal |
IR-036 |
|
Dhi Qar |
Reconstruction of Canal for Irrigation and drinking water. |
$333,000 |
1/1/2004 |
4/30/2006 |
| Development of Training Center |
Cap-012 |
|
Nationwide |
Auditorium.
The structural aspects of the auditorium have recently been repaired. However several different items are needed to get the auditorium functioning again. The auditorium seats around 220 people. A projection room is located in the balcony and needs to be epuipped with a projector and sound equipment. A large projection screen is located at the front of the auditorim and must be replaced.
To fit these needs the Ministry will need:
-Approximately 220 auditorium seats with pull out desk-tops (see attached) need to be purchased and installed.
-16000 lumen projector, 1280x1024 Resolution
-24x10 projector screen
-surroud sound communications system: soundboard/mixer, speakers/PA, audio cables
-multimedia computer with dual video cards
-podium with microphone
Computer Training Room.
40 high end computers capable of running GIS and Engineering software.
40 glass-top recessed computer workstations (see attached)
3500 lumen projector |
$665,000 |
3/15/2004 |
6/30/2004 |
| Dokan Dam Rehabilitation |
Dam-016 |
W-R-WR-Dam-094 |
Suliamaniyah |
Immediate: Acquire dependable telephone communication system. Short Term: Resume surveying of the dam crest and other project survey monuments. Provide training and funding for these surveys. Repair or replace the 132kV transformer. |
$3,553,000 |
8/1/2004 |
6/30/2005 |
| East Gharraff Main Drain Project (Excavation and Pump Station Construction) |
PS-024 |
W-R-WR-Irrigation and Drainage-201 |
Dhi Qar |
Excavation of a drain with the length of (168km) and construction of two drainage pumping stations. Complete drain excavation from KM 65+00 to KM 171+00. Construct three main pump stations and the necessary structures at roads and rivers.
This drain is located within Wassit and Thi Qar governorates, it serves about 559 thousands acres, and net area about 475 thousands acres. The length of this drain is about 172KM, the extreme drainage of this drain is (50M3/Sec.) after connecting the drains of Al Dejelah & 30th July projects.
The drain passage was divided according to the study of the consultant (Jearsar) as the following:
A. The southern part: It is about 48 KM length, starting from its outfall in the main outfall via south of Al Nasiriya pumping station, it serves Al Shatra & Abo Dowanesh sectors.
B. The middle part: It is about 76 KM length ,it serves Al Hay,Al Fajr ,Qal`at Sekar & Al Nasser sectors, it flows via pumping station in the southern part with a drainage of 30M/Sec.
C. The northern part: It is about 47,600 KM length, it serves Kut-north of Al Hay sectors with drainage of 6,7M3/Sec., and it flows via pumping station to the middle part.
Project includes:
A- Works of drain drilling for more or less than 5 meter.
B- Constructing pumping stations for raising drainage water in order to reduce digging depths – 3 pumping stations with different drainages.
C- Constructing vehicle bridges & pedestrian bridges along the drain.
D- Constructing connecting drain to connect the drains of 30th July project with east of Al Gharaf drain- the southern part.
E- Ciphon establishments intersecting drain passage with Al Duwanish streams, 30th July. |
$17,764,000 |
8/1/2004 |
2/28/2004 |
| Eastern Euphrates Drain (Zones 3 and 4) (Phase I) - Reducing Salinity |
Major-001 |
W-R-WR-Major-206 |
Muthanna |
Reduce the salinity level in the Euphrates River. The Euphrates East Drain will collect drainage water in a separate canal system for ultimate discharge directly into the sea. Length of Zone 3 is approximately 60.8 km; length of Zone 4 is approximately 14 km.
Eastern Euphrates drain is considered one of the biggest collecters of Euphrates & Tigris main outfall drain. Eastern Euphrates drain is starting near from Al Kefal city and it is connected to Euphrates & Tigris main outfall drain at the kilometer 188,982 near Al Nasiriya in order to drain ultimately in Arab Gulf.
The length of this drain is about 216 Km starting from the drainage outfall of Hilla- Kefal, ending to its outfall in the main river mouth of Tigris & Euphrates.
Total area served by this project is about 1549240 acres distributed to the projects located to the left of Euphrates River, the majority of its drainage water which flows into Euphrates river increases the salinity of area located to the south of Al Kefal city up to Al Nasiriya city. The extreme drainage of eastern Euphrates drain. The primary length of Euphrates eastern drain flows along the part of Al Kefal main drain for about 93,100KM , and then along Al Shamiya eastern drain for about 92,822KM ,in this way the above two drains constitute Al Kefal main drain & Al Shamiya eastern drain . Both of these drains used for draining the water of Hilla-Kefal project& Hilla –Diwaniya project& part of Kefal-Shanafiya project. |
$28,423,000 |
3/1/2004 |
9/30/2004 |
| Eastern Euphrates Drain (Zones 3 and 4) (Phase II) |
Major-006 |
|
Wassi |
Reduce the salinity level in the Euphrates River. The Euphrates East Drain will collect drainage water in a separate canal system for ultimate discharge directly into the sea. Length of Zone 3 is approximately 60.8 km; length of Zone 4 is approximately 14 km.
Construction including lining, land leveling and addition of structures.
Eastern Euphrates drain is considered one of the biggest collecters of Euphrates & Tigris main outfall drain. Eastern Euphrates drain is starting near from Al Kefal city and it is connected to Euphrates & Tigris main outfall drain at the kilometer 188,982 near Al Nasiriya in order to drain ultimately in Arab Gulf.
The length of this drain is about 216 Km starting from the drainage outfall of Hilla- Kefal, ending to its outfall in the main river mouth of Tigris & Euphrates.
Total area served by this project is about 1549240 acres distributed to the projects located to the left of Euphrates River, the majority of its drainage water which flows into Euphrates river increases the salinity of area located to the south of Al Kefal city up to Al Nasiriya city. The extreme drainage of eastern Euphrates drain. The primary length of Euphrates eastern drain flows along the part of Al Kefal main drain for about 93,100KM , and then along Al Shamiya eastern drain for about 92,822KM ,in this way the above two drains constitute Al Kefal main drain & Al Shamiya eastern drain . Both of these drains used for draining the water of Hilla-Kefal project& Hilla –Diwaniya project& part of Kefal-Shanafiya project. |
$15,000,000 |
6/1/2004 |
11/30/2004 |
| Eshqi-Mosul Road Main Drain Connection |
IR-002 |
W-R-WR-Irrigation and Drainage-216 |
Salah al-Din |
Construct box under Al-Mosal-Baghdad road and connect both drains. Change the water of Ishaki to the M.O.D. Construct a culvert for at the intersection of the Eshaqi Main Drain with the Baghdad-Mosul main road.
The details of the project are as following:
- Earth digging works 9,600 m3
- Pressed fill works 6,750 m3
- Stell concrete class C25 254 m3
- Concrete under foundations class
C7, 10 cm thickness 227 m2
- Stone pitching 50 cm thickness above
stone seebage lay 25 cm thickness 840 m2
- Rubber water leakage block 32 m |
$1,776,000 |
3/1/2004 |
12/1/2004 |
| Eski-Kalak Reclamation Project |
Major-028 |
W-R-WR-Major-218 |
Tameem |
To reclaim agricultural land and reduce losses from the canal network. Improve channel lining for irrigation project serving 1,650 Ha. Construct concrete lined channels and related structures. The irrigated area is about 10259 ha. Located in both Arbil and Mosul governerates. The gravity discharge at main canal is 9.5 m3/sec by mean of head regulator on Zab river . Eski-Kalak project includes pump station to lift water to canal no. 5 and no. 10, the 1st state for project was finished in 1972 and 2nd stage finished in 1978. Most of the project stopped due to the circumstances in the area specifically in 1990. After that the ministry reconstructed the project in 2000 and still know needs much work.
The project is located in left bank of Zab river in the South of Eski-Kalak city which irrigated an area in both Mosul and Arbil governerate and include the area east of Zab river up to Alshoor valley. |
$7,035,000 |
3/1/2004 |
8/31/2005 |
| Establish Dam Safety Program |
Dam-002 |
W-R-WR-Dam-090 |
Nationwide |
Establish dam safety program. Focus must be directed towards instrumentation, inspections, training, flood emergency planning, and seismic issues. |
$178,000 |
5/1/2004 |
6/30/2004 |
| Establish Gauging Stations for Water |
Cap-002 |
|
Nationwide |
Establish a gauging and meteorological network. No equipment exists to provide river or reservoir stage information in Iraq. Iraq has a very complex system of barrages, regulators, pump stations, canals and irrigation systems that require specific flows to operate properly. Many of these systems are in rural nonpopulated regions. Solar/battery powered gage stations with satellite transmitting capabilities are required for most of the region. It is estimated that nearly 100 stream and precipitation capable stations are needed. Approximately 20 full met stations with water quality sampling capability are needed. Additional information needed includes temperature, evaporation, snow melt, snow pack and radiation. A team of experts from the US will be in Iraq in Feb to March time range to determine the specific needs for forecasting and operation of the system. |
$10,000,000 |
3/1/2004 |
4/1/2004 |
| Excavate feeding canal in Babylon - Construct Canal |
SR-002 |
|
Babylon |
Construct canal to convert distribution canal to main canal. |
$534,000 |
6/1/2004 |
3/1/2005 |
| Excavation of Al Shafiyah Drainage |
SR-004 |
|
Qadisiyah |
Excavation of Al Shafraa Drainage |
$1,000,000 |
6/1/2004 |
12/1/2004 |
| External Assistance for Ministries Administrative Improvement |
Cap-014 |
|
Nationwide |
Bring in Consultants for administrative improvement in such areas as human resources, contracting, information technology, public affairs, internal review/auditing, and community liaison. |
$100,000 |
3/15/2004 |
6/30/2004 |
| First Order Triangulation (Reconstruction of the missing control points) |
Cap-017 |
|
Nationwide |
Reconstruction of the missing control points and B.M. of the first order triangulation and maintain the others, and fix all coordination values. |
$50,000 |
6/1/2004 |
11/30/2004 |
| Generators - Drainage and Irrigation Projects, Operations |
Gen-001 |
W-R-WR-PS and G-173 |
Nationwide |
Provide generating capacity for irrigation and drainage projects. Upgrade security and communications. Replace or repair generator. At various locations provide and install the following:
1. Generating Set, including diesel engine and generator, common base, container type.
2. Operation and Control Board and Cables. Main feeder.
3. Change Over Switch
4. Fuel Tank for Operations (24 Hours) |
$60,358,000 |
3/1/2004 |
3/31/2004 |
| Gharraf Cross Regulator Number 01 (Km 57) Maintenance |
Reg-002 |
W-R-WR-Dam-234 |
Missan |
Maintenance and necessary repairs to cross regulating structure, including mechanical, electrical, and civil works. Structure has five (5) radial gates, each eight (8) meters wide. Structure also includes two (2) navigation locks, operated either manually or electrically. Located on the Shat al Garraf at KM 57.
Mechanical:
The navigable gate arms are rusty and are apt for erosion.
The side (steel) rollers are damaged.
A mechanical breakdown within the wire crane of the navigable passage because of the mechanical damages.
Electrical:
The navigable gates are not working with electricity and it work only by hand, there are shorts cut in the electrical connection.
The wire crane of navigable passages are not working with electricity, it needs general maintenance.
The lighting in general needs to be maintained because of the electrical short cuts.
Skoda 32kva electrical generator is broken because of the engine and the lack of the main fuel pump.
Civil:
The stone mattress at the left side of the regulator downstream needs to be fixed.
The paved road above the navigable passage needs to be fixed.
Treatments:
The regulator and its gates and arms need general maintenance after cleaning by pressed sand and then painted.
Replacing the side rubber and rollers of the gates and repair the lighting and the electrical damages. |
$1,101,000 |
6/1/2004 |
12/31/2004 |
| Gharraf Cross Regulator Number 02 (Km 77) Maintenance |
Reg-003 |
W-R-WR-Dam-232 |
Tameem |
Maintenance and necessary repairs to cross regulating structure, including mechanical, electrical, and civil works. Structure has four (4) radial gates, each eight (8) meters wide. Structure also includes two (2) navigation locks, operated electrically. Located on the Shat al Garraf at Km 77.
Mechanical:
The wire crane of the ship bridge is in a good condition and it works with electricity.
The arms of the lifting gates are rusty and the parts are covered with water.
Electrical:
The light of gate 4 is broken.
Most of the lighting is not working and it needs to be fixed.
Civil:
The right support wall of the regulator downstream was collapsed from the right side with the collapse of the sand behind the wall.
Treatments:
The regulator needs overall maintenance, painting after cleaning it with pressed sand.
General maintenance for the lighting.
Treating the collapse of the support wall, the State Commission of Euphrates will give it as a contract. |
$1,101,000 |
6/1/2004 |
12/31/2004 |
| Gharraf Cross Regulators Number 03 and 04 Rehabilitation |
Reg-004 |
W-R-WR-Dam-261 |
Najaf |
Rehabilitate weir to restore safe operations, raising upstream water levels and regulating discharge. There is a need to treat the scour downstream of the regulators and to reconstruct the failed retaining walls. |
$1,332,000 |
6/1/2004 |
12/31/2004 |
| Haditha Dam Rehabilitation |
Dam-007 |
W-R-WR-Dam-084 |
Anbar |
Upgrade security and communications. Increase ventilation to drainage galleries. Provide staff access to dam monitoring instrumentation. Immediate: Increase ventilation to drainage galleries. Provide staff continued access to dam monitoring instrumentation for data collection and maintenance. Procure water level monitoring equipment. Short Term: Survey embankment, instrumentation, and other structures. There as some tunnels in the Dam, because of the hydrogen sulfide (H2S) which causes erosion of metal. To improve surveying equipment and install new sensitivity instrumentsation to measure the concentation of H2S and it's effect on the structural characteristics of the Dam. Evaluate what needs to be done so this erosion doesn't undermine safety of dam. 4 radial gates need repair, as well as the 2 spillway gates. . |
$3,553,000 |
8/1/2004 |
1/31/2006 |
| Hassaynia Irrigation Project |
IR-046 |
|
Kerbala |
|
$2,000,000 |
3/1/2004 |
8/1/2004 |
| Hawija Reclamation Project |
Major-025 |
W-R-WR-Irrigation and Drainage-233 |
Wassit |
Maintenance and necessary repairs to head regulating structure, including mechanical, electrical, and civil works. Structure has one (1) gate, six (6) meters wide, operated manually. |
$26,646,625 |
8/1/2004 |
1/31/2005 |
| Hemreen Dam Rehabilitation |
Dam-013 |
W-R-WR-Dam-275 |
Diyala |
Provide impoundment to supply local irrigation systems to maintain water levels upstream of the barrage and to regulate flows downstream. Rock fill dam with crest length approximately 3,360 meters. Total storage equals approximately 2.06 Million cubic meters. Spillway discharge is 6,800 CMS through five (5) gates. Irrigation discharge 250 CMS through four (4) gates |
$1,776,000 |
1/1/2004 |
8/1/2006 |
| Hilla-Hashmiya Reclamation Project (Phase I) |
Major-005 |
W-R-WR-Irrigation and Drainage-225 |
Babylon |
Improve land production in this region; provide water resource; improve decreasing groundwater level. The project includes a total of 70,500 hectares, of which 10,750 hectares will be reclaimed in this stage. The project will consist of construction of concrete-lined irrigation canals.Total area = 6250 hac. |
$45,832,000 |
10/1/2004 |
4/30/2005 |
| Hilla-Hashmiya Reclamation Project (Phase II) |
Major-013 |
|
Babylon |
Continuation of Hilla-Hashmiya Reclamation Project (Phase I) Improve land production in this region; provide water resource; improve decreasing groundwater level. The project includes a total of 70,500 hectares, of which 10,750 hectares will be reclaimed in this stage. The project will consist of construction of concrete-lined irrigation canals. Total area = 10000 hac. |
$15,000,000 |
10/1/2004 |
4/30/2005 |
| Hoor Rajab Reclamation Project |
Major-017 |
|
Baghdad |
Reclamate 25,850 ha (hectares), lining canals |
$25,800,000 |
4/1/2004 |
9/30/2005 |
| Hurrya-Dagharra Reclamation Project (Phase I) |
Major-003 |
W-R-WR-Major-203 |
Qadisiyah |
The entire project consists of the reclamation of 28,000 hectares from Sector (5) and 27,000 hectares from Sector (8). For this project, reclaim 15,000 hectares. The irrigation network includes: Pumping station for irrigation water. Developing concrete lined irrigation canals with main and subsidiary canals and corresponding structures. Initial and final leveling works and regulation of field irrigation units. The drainage network includes: Pumping station for drainage water. Developing main and subsidiary drainage canals and corresponding structures. Installation of plastic drain tiles and corresponding structures.
The lands of the project are irrigated from the tails of Shatt Al Hilla , Shatt Al Diwaniya & Shatt Dagharah via canals branched directly from those rivers (Shatt) ,so the lands are irrigated by gravity and part of them by pumping.
Those lands will be drained to the main outfall by gravity via two main drains. |
$63,951,000 |
6/1/2004 |
11/30/2004 |
| Hurrya-Dagharra Reclamation Project (Phase II) |
Major-011 |
|
Qadisiyah |
Continuation of Hurrya-Dagharra Reclamation Project (Phase I) The entire project consists of the reclamation of 28,000 hectares from Sector (5) and 27,000 hectares from Sector (8). For this project, reclaim 15,000 hectares. The irrigation network includes: Pumping station for irrigation water. Developing concrete lined irrigation canals with main and subsidiary.
The lands of the project are irrigated from the tails of Shatt Al Hilla , Shatt Al Diwaniya & Shatt Dagharah via canals branched directly from those rivers (Shatt) ,so the lands are irrigated by gravity and part of them by pumping.
Those lands will be drained to the main outfall by gravity via two main drains. |
$7,650,000 |
12/1/2004 |
5/31/2005 |
| Husseinaya Reclamation Project |
Major-032 |
W-R-WR-Major-204 |
Babylon |
Improve land production in this region; provide water resource; improve decreasing groundwater level. Project includes reclamation of total of 20,000 hectares in Sectors (5 and 5) across the project. Irrigation water will be taken from the Euphrates River at a rate of 55 m3/sec. The drainage network will discharge to the Razaza Lock. |
$35,386,000 |
3/1/2004 |
9/30/2004 |
| Hydrological Investigations - Water Storage Purpose |
Cap-020 |
|
Nationwide |
Making some hydrological investigation to know water storage. |
$34,000 |
3/15/2004 |
3/15/2005 |
| Improve Ain Al-Seeb in Ain Al-Tamur |
WS-002 |
|
Kerbala |
Improve balancing reservior for artesian groundwater source. |
$167,000 |
1/1/2004 |
6/30/2005 |
| Improving Al-Zab Irrigation Project |
IR-043 |
|
Mosul |
Construction of irrigation network. |
$150,000 |
5/1/2004 |
6/30/2005 |
| Installing Sprinkler in Northern Al-Jazira |
IR-031 |
|
Mosul |
Installing Sprinkler in Northern Al-Jazira |
$227,000 |
4/1/2004 |
8/31/2004 |
| Investment for University Research Centers |
Cap-016 |
|
Nationwide |
The Ministry of Water Resources has 5-7 research centers within the Iraqi universities. We would like to modernize these research center by providing equipment, laboratories. Etc. We would like to fund research in the form of equipment. Laboratories,etc. We also would like the Ministry of Water Resources to be able to provide scholarships for these students. This will establish a direct connection between the univeristies and the Ministry to provide future ops to students. |
$10,000,000 |
6/1/2004 |
8/31/2004 |
| Karbala Irrigation and Drainage Project, Razaza Drainage P.S. 01 - Maintenance |
PS-003 |
W-R-WR-PS and G-141 |
Kerbala |
Remove and convey drainage water. Provide three (3) vertical pumps with unit capacity of 3.8 CMS. Projected head equals 23 meters. Includes the following: pump and motor complete, electrical installation, cables, and complete sets of accessories. |
$4,526,000 |
3/15/2004 |
9/30/2004 |
| Kazania Dam Construction |
Dam-030 |
W-R-WR-Dam Rural-191 |
Diyala |
The project is an irrigation canal diversion structure consisting of three major passage routes and a flushing sluiceway. Irrigation diversions exist on the right and left banks and the central section passes the remaining flow in the Diyala River towards the Tigris River. The structure includes 23 spillway bays with four slide gates feeding each irrigation canal. In addition, five sluice gates exist for flushing accumulated sediment downstream. Restoration of the weir to design capacity will ensure adequate flows are available for irrigation, and flood flows can be mitigated. |
$2,665,000 |
7/1/2004 |
1/31/2006 |
| Kirkuk Reclamation Project (23, 25) |
Major-015 |
|
Kirkuk |
Reclamate 41,500 ha (hectares), lining canals
Kirkuk contract 25:
This project is in Saladdin – Al Tooz district – Suleiman Beak commune, total area of this project is about 75 thousands acres and with a net area about 60 thousands acres.
The project includes constructing an irrigation network only with out drains, which means incomplete reclamation.
The irrigation network includes constructing 3 branch canals, and they are: Canal 801, this canal serves about 4500 acres with drainage of 3,70M3 / Sec.
Canal 8C, this canal serves about 3600 hectares with drainage of 18M3/Sec., 15 M3/Sec. of it shifted to Janjal canal.
Canal 8B, its drainage is about 9M3/Sec., it serves about 8000 acres – it takes its water from Kurkuk main canal / Third phase. |
$46,800,000 |
8/1/2004 |
1/31/2005 |
| Kut-Betara Reclamation Project (Phase I) |
Major-004 |
W-R-WR-Irrigation and Drainage-212 |
Wassit |
Improve land production in this region; provide water resource; improve decreasing groundwater level. Project consists of construction of a drainage network with three structures, land leveling, and pump stations, for irrigation and drainage. The project covers a total area of approximately 33,250 hectares. |
$38,371,000 |
6/1/2004 |
11/30/2006 |
| Kut-Betara Reclamation Project (Phase II) |
Major-012 |
|
Wassit |
Continuation of Kut-Betara Reclamation Project (Phase I) Improve land production in this region; provide water resource; improve decreasing groundwater level. Project consists of construction of a drainage network with three structures, land leveling, and pump stations, for irrigation and drainage. The project covers a total area of approximately 33,250 hectares. |
$15,000,000 |
12/1/2004 |
5/31/2005 |
| Land Reclamation Equipment |
Equip-006 |
|
Nationwide |
The following equipment is needed for land reclamation purposes:
30 pneumatic sheep foot rollers
20 (tired) rollers
20 steel roller
60 special machines to remove grass
30 concrete mixing cars (6m3/hr)
50 graders (Komatso)
30 well digging machines
50 concrete vibrators (1-1.5 inches)
50 trailers for transporting machines (low loaders)
4 jacking macines for different diameter pipes with accessories
200 water tanker (16000 liters)
100 fuel tankers (16000 liters) |
$101,945,000 |
3/1/2004 |
3/1/2004 |
| Left Al-Adheem Reclamation Project (Ausser Eudhaim) (Phase I) |
Major-016 |
W-R-WR-Irrigation and Drainage-223 |
Diyala |
Improve land production in this region; provide water resource, widen the agricultural area and to improve the economical and socials status of the people who live in this area. Approximately 90% of the people in this area (roughly 15,000 persons) are dependent upon agriculture for their livelihood. It includes 25,250 hectares. The project will consist of construction of concrete-lined irrigation canals, a drainage system, and land leveling for the first stage of 10,250 hectares (Sector 7 of Kirkuk Project).
The project area lies roughly 40 kilometers from Khalis, to the south of the Eudhaim River, north of the Tigris River and north of the Al-Nai Reclamation Project. Source water is the Al Adhaim River. The proposed irrigation system will utilize existing topography as much as practicable.
Full reclamation which means irrigation, drainage, main canal with other minor & subsidiary canals – they are feeding & distributing, and they take their water from Al Adhaim River, besides there are drainage network connected to natural valleys.
Deep level digging processes for the main canal which may reach to the depth of 12M is under study. Or constructing pumping station instead of the above deep digging processes on Al Adhaim dam in case the water situation of the mentioned river is improved. The work also includes Digging, filling, lining, and irrigation & drainage structures. They may need constructing small pumping station with drainage of 5M3/Sec. Or they may not construct this station by depending on how the water condition of Al Adhaim River is improved. |
$43,700,000 |
10/1/2004 |
4/30/2005 |
| Lining 7R canal in Kalis city |
IR-016 |
|
Diyala |
Lining of canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$666,666 |
1/1/2004 |
4/30/2046 |
| Lining Al Mowahada canal with concrete |
IR-017 |
|
Baghdad |
Lining Al Mwahada canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$6,666,667 |
8/1/2004 |
11/30/2005 |
| Lining Al Showhane canal (9R) |
IR-013 |
|
Diyala |
Lining Al Showhane canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$233,333 |
10/1/2004 |
1/31/2004 |
| Lining Blajo canal/Diala |
IR-012 |
|
Diyala |
Lining of canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$566,666 |
10/1/2004 |
1/31/2004 |
| Lining of Abu Sabkha Canal and construction of Pump Station |
PS-035 |
|
Qadisiyah |
Lining of Abu Sabkha Canal and construction of Pump Station |
$866,000 |
6/1/2004 |
9/30/2004 |
| Lining of Al Jarbuaiyah river in Babylon |
IR-015 |
|
Hillah |
Lining of Al Rarba'iyah river in Babylon; lining of canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$1,250,000 |
1/1/2004 |
4/30/2004 |
| Lining of Babylon River |
IR-037 |
|
Babylon |
Lining of Babylon River; lining of canal with .1 m thick concrete including earth works to complete the required canal sections such as excavation, backfilling, trimming, etc. |
$833,000 |
5/1/2004 |
9/1/2005 |
| Mahrut (Phase II) |
Major-023 |
|
Diyala |
This project is the final fourth stage of Mahrout irrigation and drainage project. This project is one of the old irrigation projects in Diyala Governorate. Its lands are located in Kina'an, Al Wajihyah and Abu Jissra communes in Diyala. The project is bounded from the west by Saryah Project and Diyala River, from the South with lands of Tell Asmer territory and from the east with the lands of Al Mukdadyah and Al Rouz. The total area is about 200,000 donums.
Mahrout head canal is an earth one and it branches out at the end of the upstream joint canal which is at the left bank of Diyala River. Mahrout upstream regulator has been constructed in 1970. Al Ezyah, Al Barkatyah, Duwilyah, Sysbana, Kanbar and Aby Agola canals branch out of the earth canal to the left side of Mahrout head canal and to the right side Kina'an canal branches out which passes in Kina'an territory and which is the extension of Mahrout head canal.
The area which will be reclaimed is approximately 2,250 hectares.
The details of execution are as following:
1. Irrigation systems
Excavation and back fill of main and branch canal and water courses
Cost $ 586,400
2. Lining of canals
Lining main and branch canals and lining water courses
Cost $ 199,600
3. Drainage system
Excavation of branch and collector drains
Cost $ 480,000
4. Irrigation and drainage structures
Regulators, foot bridges, collectors, culverts and tail escapes
Cost $ 400,250
5. On farm works
Cost $ 253,600
6. Drains remodelling
Main, branch and collector drains
Cost $ 35,400
TOTAL $ 1,955,250
It is one of the old irrigation projects in Diyala governorate, the main and the subsidiary lined canals has been designed & executed to be used instead of the old subsidiary and main canals which exist currently.
The lands of the project located at Al Wajihiya , Kan`an & Abu Jisrah communes in Diyala governorate .This project is designated from the north by the joint upstream brook, from the east by Al Miqdadiya & Al Rose projects, from the west by Saribah – Tal(hill) Asmar project, from the south by lands of Tal Asmar province.
The source of water for Mahrot project is Diyala river, the project’s lands are being irrigated currently by gravity via old unlined network of streams including the main old unlined stream which is branched from the joint upstream brook at the kilometer 14.600, and that the joint upstream brook it self is feeding from the left of Diyala river and the head of Diyala dam. In order to develop this project and the existing irrigation network– main lined canal and number of modern subsidiary canals has been constructed, the work has been executed in most of its parts and then it stopped the thing that requires continuing executing it again.
The current irrigation canals are old, unlined & disorganized that’s why large amount of water is being wasted all the time because it lacks the necessary irrigation structures that controls water distribution. The network consists of Mahrot main stream which is branched from the end of the joint upstream brook and located at the left side of Diyala River. In order to develop the project , lined irrigation canals network & new drainage network have been designed for the project which includes Mahrot main canal & the subsidiary canals which branch from its sides. |
$1,955,250 |
3/1/2004 |
4/1/2005 |
| Mandali Canal Lining |
PS-026 |
W-R-WR-Major-222 |
Diyala |
Provide vertical pumps with unit capacity of 5.0 CMS. Projected head equals 21.0 meters. Detailed design required. Includes the following: pumps and motors complete, electrical installation, cables, complete sets of accessories, and new civil works. Construct rubber-over-concrete channels and related structures. Concrete lining approximately 10 cm in depth. Channel length approximately 54 kilometers. Q = 7.2 CMS. |
$8,012,000 |
6/1/2004 |
12/1/2004 |
| Master Plan for rebuilding of the Reseach and Lab Facilities at the Intergrated Water Resource Management Center |
Cap-011 |
|
Baghdad |
This pilot project is located near Nassariyah in Coop 12 of the 30 Tamaz Project. The project area includes about 2750 hectares of farmland and is located in the Dhi Qar governorate. This area is irrigated from the Garraph River and consists of 38 water course units (each unit has an area of 60 hectares). There are typically 8 farms per water course and 1 to 5 farmers per farm unit. Total farmers working in this area is estimated to be between 1000 and 1500.
Phase 1 is for cleaning and maintenance of the base canal infrastructure system. This will include primary and secondary canal, water courses and drains. The project will also include rehabilitation of water course head regulators, branch regulators and main head regulators. The idea is to on-the-job-training for farmers to learn how to maintenance their own drainage network. They should also learn how to use drain cleaning equipment and how to repair the various regulators and outfalls structures. The association will then be given the equipment along with schedules for maintaining the system.
Description for Phase 1 - Immediate Labor Intensive Micro-projects.
A. Equipment Cleaning of drains (secondary and collectors) – total length of about 72 kilometers. The collector drains are 1250 meter in length for each water course. There are 38 water courses. In addition there is approximately 24 kilometers of secondary drains. This work is to be done by MoWR State Owned Enterprises in cooperation with training local farmers to use the machinery. The collector drains are typically 2 to 3 meter in depth and require excavators. An excavator is typically placed on each bank and can clean a water course drain in one day. Since the farmers are to be trained in performing this task an average of 1.5 days per each of the 38 water course drains per pair of excavators (2) should be allotted. For the secondary drains, 1 kilometer per day per pair of excavators (2) is allotted. Six total excavators (6) should be initially supplied for collector drains and two excavators (2) for secondary drains. This would result in a total estimated time of 20 days to clean the collector drains and 24 days for secondary drains. The cost for the contractors and equipment is $1000 per kilometer. The cost for farm labor is 16 farmers to train on equipment for average 22 days at $5 per day. (72 km x $1000 per km) + (16 farmers x $5 per day x 22 days) = $73,760.
b. Hand cleaning of canals (secondary and water courses) - total length about 64 km. The canals are concrete lined and can be cleaned by hand labor (they are much shallower than drains). A water course (1250 m) can typically be cleaned by 10 laborers in about 3 days. An equivalent of 52 water courses exists. If 260 laborers are hired, the water courses and secondary canals should take approximately one week. 260 laborers x $5 per day x 6 days = $7,800.
c. Construction of 2 foot bridges by local labor with supervision and materials supplied by MoWR staff for a total cost of $36,000. Which includes 20 laborers x 2 bridges x 18 days x $5 = $3,600.
d. Construction of 1 road crossing by local labor with supervision and materials supplied by MoWR staff for a total cost of $15,000. Which includes 20 laborers x 18 days x $5 = $1,800
e. Repairing 2 Branch head regulators:
Six farmers at each of the 2 branch canal gates labor with supervision and materials supplied by MoWR staff for total cost = $1,200. Which includes 6 farmers x 2 gates x 6 days x $5 per day = $360.
f. Repairing 38 water course head regulators:
Four farmers at each of the 38 water course canal gates labor with supervision and materials supplied by MoWR staff for total cost = $11,400. Which includes 4 farmers x 38 regulators x 6 days x $5 per day = $4,560
g. Maintenance works for 42 outfall drains, including cleaning and maintaining of outfall components (pipes, pitching, canal works):
4 farmers for each of the 3 distributary outfall structures with supervision and materials supplied by MoWR staff for total cost = 750 * 3 = $2250. Which includes 4 farmers x 3 structures x 6 days x $5 per day = $360.
4 farmers for each of the 39 collector outfall structures with supervision and materials supplied by MoWR staff for total cost = 500 * 39 = $19,500. Which includes 4 farmers x 39 structures x 6days x $5 per day = $4,680.
h. Paving a road with subbase from the main canal to the rural residential areas
with 4 meter width and a length of 2.5 km. The total cost with supervision and materials supplied by MoWR staff for total cost will be 66,000$. Which includes 20 farmers x 2500 m / 100 m per day x $5 per day = $2,500.
i. The total work for this phase would require approximately 350 farmers/labors for 2 weeks and approximately 100 labors for 4 weeks. This assumes work sharing amoung the 350 farmers/labors for tasks b, e, f, and g. The total project should take approximately 4 work weeks to complete.
j. The total cost of phase is 73760 + 7800 + 36000 + 15000 + 11400 + 2250 + 19500 + 66000 = $231,710. |
$250,000,000 |
2/1/2004 |
3/1/2004 |
| Modernization of Surveying Commission |
Equip-003 |
|
Nationwide |
Repair Surveying Commission building in Baghdad. It was completely destroyed, burned and looted. Building needs new furniture, computers, and equipment, etc. |
$600,000 |
3/1/2004 |
3/1/2004 |
| Mosul Dam Rehabilitation (needs $1,100.000 annually for grouting) |
Dam-001 |
W-R-WR-Dam-080 |
Ninewa |
Continue or initiate a project appropriate security staff and procedures. Restore and upgrade an organization-wide communication system. Part I: Until a more permanent solution is implemented, the Ministry will continue the present grouting program, estimated to cost $1,500,000 annually. Replace critical gallery piezometers, especially in areas of greatest grouting has occurred. Provide necessary redundancy in grouting equipment (include spares, materials storage and generation). Upgrade site security and communications. Part II: Review control instrumentation. Investigate the use of current technology with regards to void detection and dam condition methodologies to better define erosion cavity location and magnitude. Provide and install updated equipment (radar, sonic-acoustic, radioactive logging, or other non-destructive geophysical methods) and develop monitoring program. Perform project surveys for settlement and movement. Part III: Review available project documentation. Convene a Board of Consultants, comprised of a minimum of three renowned foundation and grouting experts, to address, evaluate, and recommend alternatives for foundation treatments or procedures that may provide an additional degree of safety against the progression of cavity development (including deep diaphragm wall and/or other long term solutions). Implement selected alternative, if practicable. Repair the outlet plunge pool in order to reestablish a low pool level emergency outlet. |
$63,951,000 |
3/1/2004 |
9/30/2004 |
| Mosul Energy Disapator |
Dam-035 |
|
Ninewa |
|
$100,000 |
6/1/2004 |
12/31/2004 |
| Nahar Saad Reclamation Project (Sector 3) |
Major-022 |
W-R-WR-Major-200 |
Missan |
Reclaim 5000 hectares from Sector (3). Construct concrete-lined canals with associated structures, combining irrigation and drainage functions. Nahar Sa’ad is one of the partially executed irrigation projects. The project is located on the left side of Tigris River in Mayssan governorate at the upstream of Al A’mara city with the distance of 37km. The project lands extend from west of Tigris until the Sanaf marsh to the east. The same marsh come a long the project from the north. There are many sand embankments surround the project from the western and the northern side. The allocated annual water share of irrigation according to the water balance indications is (329.5) million m3. The pumping station designed which supplied the project with water from the Tigris, is with 16m3/sec and to be working around the day.
The project constitutes of:
a- The main irrigation canal (Nahar Sa’ad) which is an old unlined branch from the Tigris. It is 35km with a branch irrigation canals branch from the main canal.
B- There is an irrigation pumping station on the main canal intake. It is a new pump with 16m3/sec as mentioned above. It is an alternative of an old out of order pump with 11m3/sec. It is agreed to construct a new stream to suite the new discharge of 16m3/sec to replace Nahar Sa’ad.
The open drainage network of the first phase has been executed which is the main drain (MD2) with 14.5 km length, and it ends in an executed drainage pumping station with 2.5m3/sec discharge. Many branch drains flow into the main drainage (MD2) the total of its length is 38km, in which a gathered drainage network flow with the total length of 103km. There are two executed main drains at the third and fourth phases. There are studies and a scheme to construct a number of drainage pumping stations. They are a drainage pumping station for the third phase and a drainage pumping station for the fourth phase at the end of the (MD2), and a drainage pumping station for the second phase. All of these pumps are not executed. |
$17,693,000 |
5/1/2004 |
8/1/2007 |
| Nassiriya Drainage Pumping Station Construction |
PS-009 |
W-R-WR-PS and G-267 |
Dhi Qar |
To construct the main pumping station and Main Outfall Drain at Nassiriya. Supply and install missing electrical and mechanical equipment required to complete the pumping station. Install five (5) vertical pumps with unit capacity is 20 CMS. Design head is 5.6 meters. |
$38,193,000 |
7/1/2004 |
1/1/2005 |
| Organizing the Irrigation in Basrah's Rivers - Construct Regulator |
IR-035 |
|
Basrah |
It is the construction of a regulator in order to control the water distribution in irrigation operation during tide. |
$500,000 |
6/1/2004 |
4/1/2005 |
| Phase 1 - Creation and Development of an Experimental Pilot Association of Irrigation Farmers |
Cap-009 |
|
Dhi Qar |
This pilot project is located near Nassariyah in Coop 12 of the Al-Dawaya. The project area includes about 2750 hectares of farmland and is located in the Dhi Qar governorate. This area is irrigated from the Garraph River and consists of 38 water course units (each unit has an area of 60 hectares). There are typically 8 farms per water course and 1 to 5 farmers per farm unit. Total farmers working in this area is estimated to be between 1000 and 1500.
Phase 1 is for cleaning and maintenance of the base canal infrastructure system. This will include primary and secondary canal, water courses and drains. The project will also include rehabilitation of water course head regulators, branch regulators and main head regulators. The idea is to on-the-job-training for farmers to learn how to maintenance their own drainage network. They should also learn how to use drain cleaning equipment and how to repair the various regulators and outfalls structures. The association will then be given the equipment along with schedules for maintaining the system.
Description for Phase 1 - Immediate Labor Intensive Micro-projects.
A. Equipment Cleaning of drains (secondary and collectors) – total length of about 72 kilometers. The collector drains are 1250 meter in length for each water course. There are 38 water courses. In addition there is approximately 24 kilometers of secondary drains. This work is to be done by MoWR State Owned Enterprises in cooperation with training local farmers to use the machinery. The collector drains are typically 2.5 to 3 meter in depth and require excavators. An excavator is typically placed on each bank and can clean a water course drain in one day. Since the farmers are to be trained in performing this task an average of 1.5 days per each of the 38 water course drains per pair of excavators (2) should be allotted. For the secondary drains, 1 kilometer per day per pair of excavators (2) is allotted. Six total excavators (6) should be initially supplied for collector drains and two excavators (2) for secondary drains. This would result in a total estimated time of 20 days to clean the collector drains and 24 days for secondary drains. The cost for the contractors and equipment is $1000 per kilometer. The cost for farm labor is 16 farmers to train on equipment for average 22 days at $5 per day. (72 km x $1000 per km) + (16 farmers x $5 per day x 22 days) = $73,760.
b. Hand cleaning of canals (secondary and water courses) - total length about 64 km. The canals are concrete lined and can be cleaned by hand labor (they are much shallower than drains). A water course (1250 m) can typically be cleaned by 10 laborers in about 3 days. An equivalent of 52 water courses exists. If 260 laborers are hired, the water courses and secondary canals should take approximately one week. 260 laborers x $5 per day x 6 days = $7,800.
c. Construction of 2 foot bridges by local labor with supervision and materials supplied by MoWR staff for a total cost of $36,000. Which includes 20 laborers x 2 bridges x 18 days x $5 = $3,600.
d. Construction of 1 road crossing by local labor with supervision and materials supplied by MoWR staff for a total cost of $15,000. Which includes 20 laborers x 18 days x $5 = $1,800
e. Repairing 2 Branch head regulators:
Six farmers at each of the 2 branch canal gates labor with supervision and materials supplied by MoWR staff for total cost = $1,200. Which includes 6 farmers x 2 gates x 6 days x $5 per day = $360.
f. Repairing 38 water course head regulators:
Four farmers at each of the 38 water course canal gates labor with supervision and materials supplied by MoWR staff for total cost = $11,400. Which includes 4 farmers x 38 regulators x 6 days x $5 per day = $4,560
g. Maintenance works for 42 outfall drains, including cleaning and maintaining of outfall components (pipes, pitching, canal works):
4 farmers for each of the 3 distributary outfall structures with supervision and materials supplied by MoWR staff for total cost = 750 * 3 = $2250. Which includes 4 farmers x 3 structures x 6 days x $5 per day = $360.
4 farmers for each of the 39 collector outfall structures with supervision and materials supplied by MoWR staff for total cost = 500 * 39 = $19,500. Which includes 4 farmers x 39 structures x 6days x $5 per day = $4,680.
h. Paving a road with subbase from the main canal to the rural residential areas
with 4 meter width and a length of 2.5 km. The total cost with supervision and materials supplied by MoWR staff for total cost will be 66,000$. Which includes 20 farmers x 2500 m / 100 m per day x $5 per day = $2,500.
i. The total work for this phase would require approximately 350 farmers/labors for 2 weeks and approximately 100 labors for 4 weeks. This assumes work sharing amoung the 350 farmers/labors for tasks b, e, f, and g. The total project should take approximately 4 work weeks to complete.
j. The total cost of phase is 73760 + 7800 + 36000 + 15000 + 11400 + 2250 + 19500 + 66000 = $231,710. |
$255,910 |
3/1/2004 |
4/1/2004 |
| Phase 1 - Water Resource Master Plan |
Cap-001 |
|
Nationwide |
Phase I: The study would assess the status of water and land resources data available for plan update, compile such data as possible into usable form, assemble and activate appropriate models (water system, economic sector, agriculture, environmental, etc.) and prepare detailed work plans and schedules for subsequent detailed sector and overall plan studies and documentation. Preparatory to development and prioritization of the sector work plans and schedules, intense, short-duration studies would be performed for each significant issue discussed in 2. above including others that might arise during such studies. The output of Phase I would be a series of issue/sector working papers, a prioritized list of issues to be addressed in subsequent studies, data and models prepared for use, and a detailed work plan and schedule. Phase I duration – 1 year. Cost of Phase I - $5 Million. |
$5,000,000 |
3/1/2004 |
3/1/2005 |
| Phase 2 - Creation and Development of an Experimental Pilot Association of Irrigation Farmers |
Cap-010 |
|
Dhi Qar |
This pilot project is located near Nassariyah in Coop 12 of the 30 Tamaz Project. The project area includes about 2750 hectares of farmland and is located in the Dhi Qar governorate. This area is irrigated from the Garraph River and consists of 38 water course units (each unit has an area of 60 hectares). There are typically 8 farms per water course and 1 to 5 farmers per farm unit. Total farmers working in this area is estimated to be between 1000 and 1500.
Description for Phase 2 = Institutional Capacity Building
Description of the training courses:
The short-term courses (2 courses).
Period of each course is 30 days. Number of participants is 30 farmers to learn skills necessary for operation and maintenance of irrigation and drainage networks and its related structures. They will also learn management and marketing skills. This will include training on cropping patterns and intensity to be used in the project.
The estimated cost for each course is to cover salaries of the farmers. 30 farmers x 30 days x $5 per day =$4,500 x 2 courses will cost $9,000.
Long term training courses and construction of training room.
For long-term training there needs to be a lecture room constructed in the Water Resources (WR) Branch building in Nassariyah. It is intended for meetings and training of both the government staff working in WR Branch in Nassariyah as well as farmer association members. Construction of a lecture room in the WR building with brick building and concrete roofing. The lecture room is in the WR building 5m * 10m = 50m2. The cost of the room will be 50m2 * $300/m2 = $15,000. In addition the furniture (chairs, tables, and lockers) and computers will cost = $2,000. Total cost of lecture room will be $17,000.
Farmers Training:
The farmers should be trained in short courses (each course 6 days) to know how to use fertilizers, maintain their ditches and land, how and when to irrigate, best management practices and improvements. Cost of training for each farmer = 6 days x $5 = $30 x 1200 farmers = $36,000. Total cost for the training per year.
Therefore the total cost for Phase 2 (one time) is 9000 + 17000 + 36000 = $62,000. |
$62,000 |
3/1/2004 |
4/1/2004 |
| Phase 3 - Creation and Development of an Experimental Pilot Association of Irrigation Farmers |
Cap-008 |
|
Dhi Qar |
This pilot project is located near Nassariyah in Coop 12 of the Al-Dawaya. The project area includes about 2750 hectares of farmland and is located in the Dhi Qar governorate. This area is irrigated from the Garraph River and consists of 38 water course units (each unit has an area of 60 hectares). There are typically 8 farms per water course and 1 to 5 farmers per farm unit. Total farmers working in this area is estimated to be between 1000 and 1500.
Description for Phase 3 - Community Development
The works to be done under this component are related to on-farm irrigation and management. It also includes all the necessary agricultural activities and other steps required to improve the irrigation practice and land management in the farm units which have an area of 7.5 hectares. The following works and requirements are needed to achieve the maximum agricultural productivity in the unit area:
1) Construction of covered plastic field drain pipes to maintain the ground water table level away from the plant root zone and improve the drainage system. The estimated cost/meter length for the covered drain pipe with its related structures (outfall structure and cleaning shaft) is $6. The total required length for each farm unit is approximately 1000 meters or $6000. For the total area of 2750 hectares or 304 farm units = 304 farms x 1000 m x $6 = $1,824,000. (the spacing between field drain is assumed as an average of 70m)
2) Land leveling works: $60 per hectare x 2750 hectares = $165,000.
3) Maintenance machines to provide to farmer for maintenance of Association:
type cost$
bulldozer 400,000
power shovel 160,000
excavator with long boom (2) 260,000 (130,000 each)
grader 180,000
storage building for equipment 27,000
(building will be 180m2 * $150/m2)
total cost = $1,027,000
4) Total Cost of Phase 3 = 1824000 + 165500 + 1027000 = $3,016,000 |
$3,016,000 |
3/1/2004 |
4/1/2004 |
| Phase 4 - Creation and Development of an Experimental Pilot Association of Irrigation Farmers |
Cap-007 |
|
Dhi Qar |
This pilot project is located near Nassariyah in Coop 12 of the 30 Tamaz Project. The project area includes about 2750 hectares of farmland and is located in the Dhi Qar governorate. This area is irrigated from the Garraph River and consists of 38 water course units (each unit has an area of 60 hectares). There are typically 8 farms per water course and 1 to 5 farmers per farm unit. Total farmers working in this area is estimated to be between 1000 and 1500.
Supply inputs- use of fertilizers and supplying of seeds:
Cost of inputs = $75/ha. Total cost is 2750 * 75/ha = $206,250 per year. |
$206,250 |
3/1/2004 |
4/1/2004 |
| Procurement of GIS Equipment |
Equip-001 |
|
Baghdad |
The Ministry is in great need of a GIS equipment (hardware and software), and peripherals such as plotters for map printing.
The minimum requirements for GIS are as follows:
20 high speed computers. Intel Xeon based with dual processors, dual 20 in monitors, 2 GB memory, 3 GHZ processors, 200 GB storage.
2 rack mount servers. Dual processors, 2 terabyte memory, rack mount UPS, 4 GB memory, 3 GHZ processors, with RAID backup system.
1 Rack mount.
2 CD Cabinets
1Wide format color plotter 42 in.
1 Wide format color plotter 60 in.
10 sets of ink cartridges and head cleaner
30 sets of ink cartridges
200 rolls of 42 in paper
200 rolls of 60 in paper
200 blank formated CD's
1 Large Format Scanner 50 in. 600 dpi
2 Document scanner
5 A3 high capacity color printers.
5 A3 high capacity B/W printers.
ESRI ArcView server License with 50 floating licences.
SQL Server License
Microsoft Office Sever License. |
$522,500 |
3/1/2004 |
3/1/2004 |
| Procurement of Laboratory Equipment |
Equip-002 |
|
Baghdad |
Procurement of Laboratory Equipment for Environmental Laboratory on the Environmental Analysis Center. |
$350,000 |
3/1/2004 |
3/1/2004 |
| Professional Training in Weed Control |
Cap-013 |
|
Nationwide |
This project will bring experts in weed removal and control to Iraq to investigate and train ministry staff and farming. One plan is to implement Irrigation Assosications on each canal system. The farmers on this canal system would supervise the removal of weed for their leg of the canal.
This project would include both field visits and demostrations as well as a more formal class room training.
The project is based on three professionals from Australia staying in Iraq for 3 weeks. |
$36,000 |
3/10/2004 |
3/20/2004 |
| Provide pumps for Badra Jassan Irrigation and Drainage Project P.S. No. 1 |
PS-018 |
W-R-WR-PS and G-162 |
Wassit |
Provide pump capacity for local irrigation. Provide five (5) vertical pumps with unit capacity of 3.2 CMS. Projected head equals 9.4 meters. Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. |
$4,263,000 |
6/1/2004 |
9/30/2004 |
| Provide pumps for Badra Jassan Irrigation and Drainage Project P.S. No. 2 |
PS-019 |
W-R-WR-PS and G-172 |
Wassit |
Provide pump capacity for local irrigation. Provide four (4) pumps with unit capacity of 2.9 CMS. Projected head equals 12.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, complete sets of accessories, and rehabilitation of civil works. |
$3,535,000 |
6/1/2004 |
9/30/2004 |
| Provide pumps for Badra Jassan Irrigation and Drainage Project P.S. No. 3 |
PS-020 |
W-R-WR-PS and G-171 |
Wassit |
Provide pump capacity for local irrigation. Provide four (4) horizontal pumps with unit capacity of 3.0 CMS. Projected head equals 17.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, complete sets of accessories, and rehabilitation of civil works. |
$3,535,000 |
6/1/2004 |
9/30/2004 |
| Provide pumps for Badra Jassan Irrigation and Drainage Project P.S. No. 4 Horizontal |
PS-021 |
W-R-WR-PS and G-169 |
Wassit |
Provide pump capacity to deliver treatable water to water treatment plant in Badra City. Provide four (4) horizontal pumps with unit capacity of 0.4 CMS. Projected head equals 93.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, complete sets of accessories, and repair of civil works. |
$1,243,000 |
6/1/2004 |
9/30/2004 |
| Provide pumps for Badra Jassan Irrigation and Drainage Project P.S. No. 4 Vertical |
PS-022 |
W-R-WR-PS and G-170 |
Wassit |
Provide pump capacity for local irrigation. Provide four (4) vertical pumps with a unit capacity of 2.9 CMS. Projected head equals 12.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, complete sets of accessories, and rehabilitation of civil works. |
$3,535,000 |
6/1/2004 |
9/30/2004 |
| Provide pumps for Bazaia Yousifiya Irrigation Pumping Station Number 02 |
PS-016 |
W-R-WR-PS and G-272 |
Babylon |
Provide pump capacity to remove and convey irrigation water. Provide four (4) vertical pumps with unit capacity of 1.5 CMS. Projected head equals 12.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. Pumps to be installed within new pump house. |
$3,198,000 |
10/1/2004 |
10/1/2004 |
| Provide pumps for Bazaia Yousifiyah Irrigation Pumping Station Number 01 |
PS-011 |
W-R-WR-PS and G-164 |
Babylon |
Provide pump capacity for local irrigation. Provide five (5) vertical pumps with unit capacity of 10.0 CMS. Projected head equals 12.0 meters. |
$5,329,000 |
10/15/2004 |
8/30/2006 |
| Provide pumps for East Gharraf Drainage Pumping Station |
PS-023 |
W-R-WR-PS and G-153 |
Dhi Qar |
Provide pump capacity to remove and convey drainage water. Provide vertical pumps with unit capacity of 7.14 CMS. Projected head equals 6.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, and sets of accessories complete in new pump house. |
$11,700,000 |
4/1/2004 |
4/1/2004 |
| Provide pumps for Mandali Irrigation Pumping Station Number 02 |
PS-013 |
W-R-WR-PS and G-248 |
Diyala |
Provide pump capacity to remove and convey drainage water. Provide five (5) horizontal pumps with unit capacity of 0.25 CMS. Projected head equals 240.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. Pumps to be installed within existing pump house. |
$5,685,000 |
3/15/2004 |
4/15/2004 |
| Provide pumps for MN00 Drainage Pumping Station |
PS-017 |
W-R-WR-PS and G-273 |
Babylon |
Provide pump capacity to remove and convey irrigation water. Provide four (4) vertical pumps with unit capacity of 1.5 CMS. Projected head equals 10.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. Pumps to be installed within new pump house. |
$3,198,000 |
10/1/2004 |
10/1/2004 |
| Provide pumps for Old Keish Drainage Pump Station |
PS-039 |
W-R-WR-PS and G-282 |
Babylon |
Provide pump capacity to remove and convey drainage water. Provide six (6) vertical pumps with unit capacity of 2.0 CMS replacing existing pumps of inferior quality and reliability. Projected head equals 6.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. Pumps to be installed within new pump house. |
$2,665,000 |
10/1/2004 |
10/1/2007 |
| Provide pumps for Sab Albore Drainage Pumping Station |
PS-010 |
W-R-WR-PS and G-167 |
Baghdad |
Provide pump capacity for drainage pumps to protect adjacent lands from inundation. Provide vertical pumps with unit capacity of 2.22 CMS. Projected head equals 4.45 meters. |
$2,247,000 |
6/1/2004 |
6/1/2004 |
| Provide pumps for Wahda Irrigation Project, P.S. No. 01 (Nahrawan Irrigation Pumping Station) |
PS-004 |
W-R-WR-PS and G-247 |
Baghdad |
Provide four vertical pumps with unit capacity of 4.85 CMS, projected head equals 8.7 meters.
Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. The pumps will be installed within existing pump house. They take water from Tigris river. |
$2,665,000 |
3/15/2004 |
9/30/2004 |
| Provide pumps for Wahda Irrigation Project, P.S. No. 02 |
PS-005 |
W-R-WR-PS and G-159 |
Baghdad |
Provide pump capacity for local irrigation. Provide vertical pumps with unit capacity of 4.3 CMS. Projected head equals 8.0 meters. Includes replacement of: pumps, motors, electrical installation, cables, complete sets of accessories. |
$2,043,000 |
3/15/2004 |
9/30/2004 |
| Provide pumps for Wahda Irrigation Project, P.S. No. 03 |
PS-006 |
W-R-WR-PS and G-160 |
Baghdad |
Provide pump capacity for local irrigation. Provide vertical pumps with unit capacity of 3.8 CMS. Projected head equals 8.0 meters. Includes replacement of: pumps, motors, electrical installation, cables, complete sets of accessories. |
$1,243,000 |
3/15/2004 |
9/30/2004 |
| Provision of Euphrates Pumping Station Auxiliary Equipment |
PS-015 |
W-R-WR-PS and G-268 |
Nationwide |
Provide auxiliary equipment to facilitate the operations of pumping station and land reclamation systems. Various equipment is required to effectively manage the national investment in land reclamation and agriculture. |
$12,435,000 |
4/1/2004 |
4/1/2004 |
| Provision of Euphrates Pumping Station Spare Parts |
PS-007 |
W-R-WR-PS and G-280 |
Nationwide |
Provide spare parts to facilitate the operations of pumping station and land reclamation systems. |
$8,882,000 |
4/1/2004 |
4/1/2004 |
| Provision of Tigris Pumping Station Spare Parts |
PS-008 |
W-R-WR-PS and G-281 |
Nationwide |
Provide spare parts to facilitate the operations of pumping station and land reclamation systems. |
$8,882,000 |
4/1/2004 |
4/1/2004 |
| Ramadi Barrage Complex - Various Projects |
Barrage-005 |
W-R-WR-Dam-087 |
Anbar |
Upgrade security and communications. Provide impoundment to supply local irrigation systems. To maintain water levels upstream of the barrage and to regulate flows downstream. Continue or initiate a project appropriate security staff and procedures. Restore and upgrade an organization-wide communication system. Complete seven gate operators. Dredge upstream and downstream channel to improve flow characteristics. The complex consists of four regulators:
1. Ramadi Barrage (N 33.43333, E 43.41667) - Discharge of 3,000 CMS through 24 gates, each six (6) meters wide.
2. Warar Head Regulator (N 33.43333, E 43.41667) - Discharge of 2,800 CMS through 24 gates, each six (6) meters wide.
3. Diban Regulator (N 33.38333, E 43.36667) - Discharge of 200 CMS through five (5) gates, each six (6) meters by eight (8) meters.
4. Majara Regulator (N 33.50000, E 43.50000) - Discharge of 850 CMS through eight (8) gates, each six (6) meter wide.
Removing sedimentation from basin/control regulation systems. |
$7,106,000 |
10/1/2004 |
3/31/2006 |
| Ramadi Drainage Pumping Station (Abu Tiban) Rehabilitation |
PS-014 |
W-R-WR-PS and G-146 |
Anbar |
Remove and convey drainage water. Rehabilitate the Ramadi drainage pumping station (Abu Tiban). Provide four (4) vertical pumps with unit capacity of 1.17 CMS. Projected head equals 12.0 meters. Includes the following: pumps and motors complete, electrical installation, cables, and complete sets of accessories. |
$853,000 |
10/15/2004 |
6/30/2005 |
| Rehabilitate Diyala Weir |
Barrage-001 |
W-R-WR-Dam-254 |
Diyala |
Rehabilitate weir and environs to restore safe operations. Occasional and infrequent high flows displace stilling basin elements, which must now be repaired (prior studies suggest that the solution should be to construct a series of weirs downstream of the existing structure). Sedimentation has reduced the upstream channel capacity and must be removed. Vandals have looted the project office, stripping it of spares and materials. These components must be repaired and replaced as required. Mechanically, the gate hoist drums on the counterweighted gate operators are splitting and need to be monitored and replaced as applicable. Several of the clutch-type hoist brakes have had failures and replacement of some if required. |
$4,441,000 |
7/1/2004 |
1/31/2005 |
| Rehabilitation of Main Outfall Drain |
IR-003 |
|
Baghdad |
Excavation and completion of the section to the design dimension to draw the water from middle and south of Iraq to the sea. |
$5,000,000 |
4/1/2004 |
9/30/2004 |
| Sammara Barrage Complex Maintenance |
Barrage-003 |
W-R-WR-Dam-278 |
Salah al-Din |
Upgrade security and communications. Provide impoundment to supply local irrigation systems. To maintain water levels upstream of the barrage and to regulate flows downstream. Continue or initiate a project appropriate security staff and procedures. Restore and upgrade an organization-wide communication system. Complete seven gate operators. Dredge upstream and downstream channel to improve flow characteristics. The complex consists of four regulators:
1. Ramadi Barrage (N 33.43333, E 43.41667) - Discharge of 3,000 CMS through 24 gates, each six (6) meters wide.
2. Warar Head Regulator (N 33.43333, E 43.41667) - Discharge of 2,800 CMS through 24 gates, each six (6) meters wide.
3. Diban Regulator (N 33.38333, E 43.36667) - Discharge of 200 CMS through five (5) gates, each six (6) meters by eight (8) meters.
4. Majara Regulator (N 33.50000, E 43.50000) - Discharge of 850 CMS through eight (8) gates, each six (6) meter wide.
Removing sedimentation from basin/control regulation systems. |
$3,555,000 |
10/1/2004 |
4/30/2006 |
| Saqlawaya Reclamation Project |
Major-007 |
|
Anbar |
Reclamate 25,750 ha (hectares) |
$46,000,000 |
3/1/2004 |
8/31/2005 |
| Shatt al Basra Head Regulator Rehabilitation |
Reg-007 |
W-R-WR-Dam-260 |
Najaf |
Rehabilitate weir to restore safe operations, raising upstream water levels and regulating discharge. Supply and install rotation system, control system, hydraulics system and cables. Replace the steel bridge. Repair cranes, clean the navigation channel, especially adjacent to the regulators. It has radial gates (160 meters in width) with a discharge rate of 570 CMS. There is a navigation pathway, rotation bridge, and two temporary gates. |
$7,106,000 |
2/1/2004 |
7/31/2005 |
| Soil Survey and Land Classification |
Cap-021 |
|
Nationwide |
Soil Survey and Land Classification |
$1,005,000 |
4/1/2004 |
6/30/2004 |
| South Jazira Reclamation Project (Phase I) |
Major-033 |
W-R-WR-Major-211 |
Ninewa |
Improve land production in this region; provide water resource; improve decreasing groundwater level. Project consists of construction of a concrete-lined main irrigation canal with concrete-lined distribution canals and associated structures. The intakes will be gravity fed from the Mosul reservoir. Total project area = 15000 hectares. The length of the feeder canal is 65 km with discharge of 125m3/sec included 19 km tunnel and hydropower station. All irrigation farms irrigated by sprinker machines. |
$42,634,000 |
1/1/2004 |
6/30/2012 |
| South Jazira Reclamation Project (Phase II) |
Major-034 |
|
Ninewa |
Continue South Jazira Reclamation Project (Phase I) Improve land production in this region; provide water resource; improve decreasing groundwater level. Project consists of construction of a concrete-lined main irrigation canal with concrete-lined distribution canals and associated structures. The intakes will be gravity fed from the Mosul reservoir. Total project area = 15000 hectares. The length of the feeder canal is 65 km with discharge of 125m3/sec included 19 km tunnel and hydropower station. All irrigation farms irrigated by sprinker machines. |
$150,000,000 |
1/1/2004 |
6/30/2012 |
| Supply of Printing and Map Production from Aerial |
Cap-003 |
|
Baghdad |
Producing all publications and maps required by the ministry to facilitate surveying work. |
$1,630,000 |
4/1/2004 |
4/1/2004 |
| Supply of Printing and Map Production from Aerial Photography Machines |
Cap-005 |
|
Baghdad |
Supply of Aerial Photography Machines for producing all publications and maps required by the ministry to facilitate surveying work. |
$2,000 |
4/1/2004 |
4/1/2004 |
| Supplying new surveying equipment for effective management of water resources (hydrographic survey) |
Equip-005 |
|
Baghdad |
The following items are needed to reestablish basic surveying capqability:
Portable Echo Sounder - greater than 100 meter range; 10 cm or less accuracy; Digital and graphical output; PC connectable; 500 reading or greater memory capacity.
12 GPS Receiver for Geodetic Application - RTK system; 2 mm +- 2 ppm minimal accuracy; all accessories and software needed.
50 Robotic Total Station - medium range 1000-1500 meters; 1 second minimal angle accuracy; 2 mm +- 2 ppm minimal distance accuracy; all accessories needed.
50 Total Stations - Long Range 3000-3500 meters, 1 sec minimal accuracy; 2 mm +- 2 ppm dist accuracy; all accessories needed.
50 Precise Digital Electronic Level - minimal accuracy 0.4 mm, dist accuracy 1cm ; minimal range 60 meters; all accessories needed.
50 Engineering Digital Electronic Level - minimal accuracy 0.9mm, dist accuracy 1cm; minimal range of 60 meters; all accessories needed.
25 Pulse Laser Stations
2 Digital Photogrammetric work station - high precision digital photogrammetic station with A0 size flat bed plotting table (or drum) with software and spare parts.
2 Printing machine - Two color offset computerized printing machine with a maximum printing area of 80 X 100 cm. with spare parts. |
$1,145,000 |
3/1/2004 |
3/1/2004 |
| Supplying of modern computers, printers, plotters, scanners, etc. |
Equip-004 |
|
Baghdad |
The Ministry is in great need of modern computers, printers, plotters, scanners, and a network complete with data storage servers and high speed internet access. Initial needs are concentrated in the Ministry Headquarters, the Integrated Water Resource Management Center, and the Engineering and Design Commission for a total of 1,500 work stations. |
$3,000,000 |
3/1/2004 |
3/1/2004 |
| Surveying Work |
Cap-022 |
|
Nationwide |
To condense the coordination values by constructing the control points and B.M. in order to facilitate the work of the topographical survey |
$20,000 |
3/15/2004 |
3/15/2005 |
| Tharthar Outlet Works Rehabilitation |
Dam-006 |
W-R-WR-Dam-081 |
Salah al-Din |
This is the main regulator about 140km NW from Baghdad. Upgrade security and communications. Establish operational outlet works. Provide power, motors and controls. Provide basic maintenance to equipment. |
$1,776,000 |
9/1/2004 |
2/28/2005 |
| Training of Ministry Employees and Professional Training Seminars |
Cap-015 |
|
Nationwide |
Provide training in the areas of Environmental Restoration, Sustainable Development, Economic Analysis, Project Management, and many, many other subjects. The most cost effective way to accomplish this is through on-site instruction delivered by experts, consultants, visiting professors, etc. |
$850,000 |
3/15/2004 |
6/30/2004 |
| Village Well Drilling in Kirkuk |
WS-003 |
|
Kirkuk |
Drill approx 157 wells. |
$1,000,000 |
8/1/2003 |
8/1/2004 |
| Water Resources Main Building Floor 1-3 |
Fac-007 |
|
Baghdad |
|
$650,000 |
6/1/2003 |
6/1/2004 |
| Water Resources Main Building Floor 4-8 |
Fac-008 |
|
Baghdad |
|
$3,400,000 |
6/1/2003 |
6/1/2004 |
| Youssiffiya Reclamation Project |
Major-044 |
|
Baghdad |
Reclamate 23,000 ha (hectares), lining canals |
$7,000,000 |
1/1/2004 |
6/30/2005 |