Earthworks, including excavation and embankment, contains: Road (6) (ST: 1+000 TO ST: 11+700); Cumulative Fill = 986,839.16 m3; Cumulative Cut = 49,579.61 m3; Road (5) (ST: 1+000 TO ST: 19+780); Cumulative Fill = 1,118,908.30 m3; Cumulative Cut = 440,727.82 m3; Road (4) (ST: 1+250 TO ST: 23+350); Cumulative Fill = 1,823,727.22 m3; Cumulative Cut = 219,506.69 m3

Road Works;

Construction and maintenance of temporary traffic detours necessary for the construction of other works. Demolition of existing pavement. Construction of temporary fence. Roadway work of (51,408 m) including sub-base and base courses, asphalt works, metal works and any other requirements to complete work. Construction of dual (3-lanes and 4-lanes) expressways including parallel collector distributor roads 2 lanes.

Utilities Works;

Construction of culvert for KOC pipelines protection. Construction of a storm water drainage network, including pump stations, culverts, pipes, manholes and gullies. Protection, relocation and construction of water pipelines, sanitary sewers. Protection, relocation and construction of irrigation work including pipes, valves, fittings.

Electrical Works & Instrumentation;

Protection, relocation and construction of electricity network 11kv. Construction of the necessary civil works for the relocation/protection of 33kv electric cables, and coordination with responsible authorities for the required relocation. Electrical work including cables, road crossing ducts, UPVC LT ducts, earth bonding & grounding. Construction of the necessary civil works for the relocation/protection of telephone cables, interfering with the works, and coordination with responsible authorities for the required relocation. Telephone work including UPVC ducts/pipes, manholes, optical fiber cable and sub duct (3×32+2×25) mm. Street Lighting work including cable trays, lighting columns, overhead guide signs, control cabinets. Traffic control system including ATC ducts, Fiber optic cable, CCTV camera, Speed camera system, VMS system, accident detection system.

Finishing & Landscape;

Removal and planting of palms, and removal and disposal for trees and shrubs interfering with the works. Road works, including pavement, sidewalks, signing and marking and concrete barriers

Bridge works;

139 m bridge for Interchange (IC 8). 50 meter bridge for Interchange (IC 7). Concrete works for bridges including blinding, combined footing, piers, retaining wall, abutments, precast parapet. Installation of pot bearing for abutment and piers, pre-stressed strands and pre-stressed concrete deck slab.

The scope works  includes;

Part A – Wastewater Collection and conveyance systems
Part B – Wastewater treatment plant
Part C – Operation, maintenance [of constructed works] and staff training for [6 months]

Wastewater Collection and conveyance systems:

Supply, installation and testing of about 151.9 km of wastewater gravity pipes, ranging in diameter from 200 mm to 800 mm as follows – 200 mm dia pipes : 118.95 km; 250 mm dia pipes : 16.20 km; 300 mm dia pipes : 4.0 km; 400 mm dia pipes : 4.35 km; 500 mm dia pipes : 4.50 km; 600 mm dia pipes : 400 metre; 700 mm dia pipes : 1.57 km; 800 mm dia pipes : 1.93 km; Construct, equip and test of about 4367 reinforced concrete manholes various types and dimensions; Supply, laying and test of about 9.7 km wastewater pressure pipes ranging in diameter from 200 mm to 500 mm, ductile iron pipe; Supply and laying and test of about 3000 lateral house connection and UPVC pipes 200 mm.

Construct, equip, test and commission of four wastewater pumping stations, namely: PS1 – Pumping Station in El Kherbe; PS2 – Pumping Station in Ebel Saqi; PS3 – Pumping Station in Blat; PS5 – Pumping Station in Mazraat Sarada.

Design and construction of El Khiyam Wastewater Treatment Plant (population served is about 58,000 cap and flow is equal to 16,000 m3/day).

Wastewater Treatment :

Fine Screens; Sand/Grit/Grease/Oil removal tanks; Primary clarifiers; Anaerobic biological treatment tanks; Primary clarifiers; Anaerobic biological treatment tanks; Anoxic biological treatment tanks, Trickling Filter towers for aerobic treatment; Secondary clarifiers; Filtration Unit; Chlorination / De-chlorination tank; Treated effluent storage tank; Bypass / Lifting station to Litani River.

Sludge Treatment:

Grit / Sand classification; Primary sludge pumping station; Gravity Thickening tank for the primary sludge; Thickened primary sludge pumping station; Excess secondary sludge buffer tank and pumping station; Mechanical Thickening unit (gravity belt thickeners) for secondary sludge and transfer pumps; Aerobic sludge digesters for primary and secondary sludge mix; Digested sludge de-watering unit (belt filter presses)

Odors Treatments:

Odor Control Unit to service the preliminary treatment building and e the sludge de-watering building

The proposed route of pipeline crosses main streets at three locations (total 380 meters) where is it is specified to use thrust boring technique. The pipeline is to be protected from corrosion using cathodic protection system. Other related works Includes: 69 Nos., V. Chambers on the line with (total 99) various Butterfly Valves, Gate Valves, Washout Valves & Air Release Valve; Reinstatement of asphalt pavement, concrete pavements; Relocation of telephone & electrical cables; and erection of Sign Posts on the line.

Major Quantities:

Bulk Earth Work: (a) Excavation : 950,000 m³ (b) Backfill: 600,000 m³

Road Works: (a) Sub-grade & Sub-base:313,600 m³ (b) Asphalt Works: 165,000 tons (c) P.C. curbs: 35,000 m (d) Interlocking Tiles: 45,000 ms (e) Chain Link Fence: 22,000 m.

Sanitary Sewers: (a) Open Cut: 2,500 m (200-300 mm Poly Crete Pipes); (b) Micro-tunneling for Pipelines: 2,800 m (400 mm dia Poly Crete Pipes); (c) Poly Crete Manholes

Storm Water: (a) S.W Lines: 9,500 m (300-1600 Concrete Pipes); (b) R.C Box Culverts: 6,500 m (1.5  x 1.5), (2 x 1.5), (2 x 2 x 1.5), (2.5 x 1.5); (c) manholes & gullies.

Fresh water supply & distribution works: (a) (80-1200 mm) D.I Pipelines : 47,800 m; (b) 2 V.F.D Pumps at Az-Zour water distribution complex; (c) Surge protection system at Az- Zour W.D Complex.

Construction of 2 R.C post-tension elevated water towers 35 meters high 2,750 m³ capacity each.The design and construction of 3,300 m³/per day capacity packaged sewage treatment plant. The treated water will be used for irrigation. Overhead lines and under ground cables for 132/33 KV. SCADA system and telemetry system. Street lighting works.

Major Quantities:

Excavation: 950,000 m3; Fill: 600,000 m3, Roads 313,600 m2, Asphalt: 168,350 tons; Sanitary Sewers: 90-300 mm uPVC pipes 5 km, Storm water lines: 300-1600 mm concrete pipes 9.2 km; Fresh Water 80-1200 mm D.I. pipes 30 km + 800 mm D.I. pipes 8.4 km; Treated Effluent 80-300 mm. D.I. pipes 5.8 km and micro tunneling 200 mm. D.I. pipes 2.6 km.

The landscaping scope of works is as following:- The contract is for the construction, completion and maintenance of bulk earth work, main roads, parallel utilities (storm water, sanitary sewer, water supply mains …etc.), landscaping, design and construction of a package 3,300 m³/per day sewerage treatment plant, construction of 132 KV sub-station complete with underground cables and overhead lines, two reinforced concrete post-tension elevated water tanks 35 m high conical shape of 2,750 m³ capacity each, the construction of 5 no. underground irrigation water tanks and pump room at Al-Khiran New Town.

Water supply works consisting of replacing existing asbestos cement pipe (fresh & brackish water) by laying a ductile iron pipe network in the same sidewalk within the water reserve – Total 193 km of 80 – 400 mm diameter ductile iron pipes.

Installation of CO2 line from CO2 plant to limestone filters. CO2 gas is to be injected into the 3 main pumps each 500 m3/per hr volumetric flow rate capacity with motor rating of 1,250 HP/pump. The scope also includes supply, installation & commissioning of electrical works and construction of a substation building and other related civil works.

Installation of chlorination unit. A new lifting pipe line with a total length of 36 km of Ductile Iron pipes of 20 inch dia. Construction of 2 km access road including excavation, pavement, asphalting & retaining walls. Rehabilitation of existing transformer & control panel rooms and the design of new arrangement for new electrical transformers equipment and suppliers (Phase 2).