The document summarizes a contract for materials and works provided to the Bihac Water Utility. It details the pipe materials, fittings, valves, and other equipment delivered totaling 741,000EUR. It also describes the scope of works carried out in zones 1, 4, 5, 10 including replacing old pipes with new PE pipes and installing over 1,000 meters of connections to homes. Additional works included constructing a new 700 cubic meter reservoir and over 800 meters of transmission pipelines.

2. Contract for Material
Material provided under separate Contract and delivered to Bihac Water Utility.
WU has received material in total value of 741.000EUR:
- Service Line Pipe material (PE80, PN10, OD25-50) – 14.100m;
- City Network Pipe material (PE100, PN16, OD63-250) -13.212m;
-Transmission Main DI DN300, PN16 Pipe material – 1.222m
- In addition all Pipe fittings, 830nr Service valves, 330nr Gate valves, 30 Hydrants, 3.000nr Water Meters, 100nr Bulk Water Meters were provided by the Project

3. STEEL FLANGED “TEES”
WATER METERS 3.000NR

4. VARIOUS MATERIAL
DI DN300 PAM UNIVERSAL PIPES (PN16) – 1.222M

5. SERVICE LINES PE80, PN10 PIPE MATERIAL (OD25-50, L=14.100M)
PIPE MAIN PE100, PN16 PIPE MATERIAL (OD63-250, L= 13.212M)

6. Project’s Sign Board

7. Project Scope of Works:
o Project Zone 1: Replacement of existing pipes by construction of new PE-HD pipes, OD 63 with total length 1151m, OD 90 with a total length 195m, OD 180 with a total length 721m, OD 250 with total length 97m. Construction of approx. 470 new house connections along and to the already new installed line PE DN200/PE DN100/PE DN50 (=OD250/OD 125/OD63); including disconnection of old lines and house connections.
o Project Zone 4: Replacement of existing pipes by construction of new PE-HD pipes, OD 63 with total length 707m, OD 90 with total length 476m, OD 125 with total length 364m, OD 180 with total length 1814m. Construction of approx. 270 new house connections along and to the already new installed line PE DN200/PE DN100/PE DN50 (=OD250/OD 125/OD63); including disconnection of old lines and house connections.
o Project Zone 5: Replacement of existing pipes by construction of new PE-HD pipes, OD 63 with total length 532m, OD 125 with total length 970m, OD 250 with total length 3.774m. Construction of approx. 231 new house connections along and to the already new installed line PE DN200/PE DN100/PE DN50 (=OD250/OD 125/OD63); including disconnection of old lines and house connections.
o Project Zone 10: Replacement of existing pipes by construction of new PE-HD pipes, OD 63 with total length 140m, OD 125 with a total length 931m, Construction of approx. 150 new house connections along and to the already new installed line PE DN200/PE DN100/PE DN50 (=OD250/OD 125/OD63); including disconnection of old lines and house connections.

9. Zones 1, 4, 5 & 10 City Network
In Total installed:
City Network Pipelines (PE100, PN16):
OD63 – 2.371m;
OD90 – 1.229m;
OD125 – 1.069m;
OD180 – 2.331m;
OD225 – 437m;
OD250 – 1.241m
Totally installed 8.678m of main pipelines with 670 associated House Connections

10. PIPE WELDING

11. HOUSE CONNECTIONS – DIAMETERS OD25-50, 670NR IN ~10.000M LENGTH

12. PIPE SADDLE – HOUSE CONNECTIONS
BRANCH GATE VALVE

13. PRESSURE TESTING (EN805)
HYDRANT INSTALLATION (IN TOTAL 20 UNDERGROUND HYDRANTS INSTALLED)

14. HOUSE CONNECTION (SERVICE LINE) WITH PIPE SADDLE AND VALVE
ABOVE-GROUND HYDRANTS (3NR INSTALLED)

15. UNDERGROUND HYDRANTS
UNDERGROUND HYDRANTS

16. PIPE TRENCH BACKFILLING COMPACTION (PLATE LOAD TEST PER DIN18134)
PIPE MARKING TAPE

17. HOUSE CONNECTIONS TO WATER METER LOCATION (3.000NR WATER METERS AND ASSOCIATED FITTINGS PROVIDED FOR WATER UTILITY)
HOUSE CONNECTIONS TO WATER METER LOCATION

18. TRENCH COMPACTION
PLATE LOAD TEST ON TRENCH AREAS
(AS PER DIN 18134 / ŐNORM B4417)

20. Zone 8 New WS RC Tank “Debeljaca” (700m3)
The new RC water reservoir constructed app. 100 m north of the old reservoir. The maximum operating water level is at a height of 293,00masl, the minimum water level is at a height of 288,50masl.
In the first stage only one chamber of the reservoir with a volume of 700m³ will be constructed. The walls and the piping built in a manner that an extension in the future with further 700m³ is possible without any changing.

22. ELECTRO MAGNETIC FLOW METER PROMAG 50W

23. ELECTRIC ACTUATOR

24. SCADA CONTROL CABINET
AUTOMATIC AIR VALVE

25. Zone 8 Feeder Line DI DN300, L=332m
Gravity feed Feeder Line DI DN300 from new RC Tank “Debeljaca” to Flow Control Chamber

26. CONNECTION TO RC TANK “DEBELJACA”
CONNECTION TO FLOW METER CHAMBER

27. Zone 8 Flow Control Shaft
The flow control shaft constructed 250m north of the New “Debeljaca” Reservoir at the feeder line to the distribution network.

28. BASE SLAB REINFORCING WORKS
DI PIPE PENETRATION THROUGH THE WALL

29. WALL REINFORCEMENT WORKS
ROOF SLAB REINFORCEMENT WORKS

30. HYDRO-INSULATION
FLOW EL.CONTROL VALVE “BERMARD” MODEL 718-03

31. Zone 9 Transmission Main Ductile Iron Pipeline
The Project Zone 9 is presenting the transmission main from “Privlica” Pumping Station to the New “Debeljaca” Reservoir.
The connection realized with a pressure DI pipe with a diameter of DN300mm. In parallel a data cable connection from “Privlica” Pumping Station to “Debeljaca” Reservoir shall be laid.
DI DN300; PN16, L=826m

33. PIPE MATERIAL:
PAM UNIVERSAL DI DN300, PN16
TITANIUM SIT - JOINTS

34. CONNECTION OF DI PIPES
TITANIUM SIT - JOINTS

35. PRESSURE TESTING – ANCHORING THE PIPE-ENDS
ANALOG & DIGITAL PRESSURE GAUGES, TESTING AS PER EN805 STANDARD

37. Zone 9 Transmission Main Drain Valve

39. SUPPLY AND INSTALL AN OIL-IMMERSED TRANSFORMER
10 KV/ 0.4 KV, RATED 1,000 KVA, INCLUDING ALL AUXILIARIES AND PROTECTION EQUIPMENT.
TYPE: KBTS-1-VP 10(20)/0,4KV, 1X1000KVA (EN61330)

41. EL. MAG. FLOW METER “ENDRESS+HAUSER” PROMAG 50 W
DN350, PN16

42. ELECTRO MAGNETIC FLOW METER “ENDRESS+HAUSER” PROMAG 50 W, DN250, PN16

43. Remaining Budget
Out of the remaining Budget the following items have been provided for WU:
- Vehicle VW Van 2,5 TDI;
- Leak Detection Equipment:
Woltex Water Meters (3nr – DN100, 200, 300)
Geofon Guterman (2nr)
Measuring Wheel M10 (2nr)
SEWAD 30-s digital pressure logger (2nr)
Kit for SEWAD 30-s (1nr)
GPS/GIS Magellan Mobile Mapper 6 (1nr)
FUJI Metal Locator F-90M (2nr)
In total:
Contract for Material – 741.085,28€
Contract for Works – 1,258,872.74€
Total Value: 1,999,958.02€
Total Project Budget: 2,000,000.00€