LIBYA HIB RATES

HOUSING AND INFRASTRUCTUREEXECUTIVE BOARD

GREAT SOCIALIST LIBYAN ARABJAMAHIRIYA

PRICE LIST FOR UTILITIES WORKS

TRANSLATION BY [email protected]

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DISCRIPTION UOM NOTES

ROAD, SIDEWALKS, AND ANNCILARIES

1.0 Preliminary works

1.1 M2 1.500

1.2 L.M. 5.000

1.3 M2 6.500

1.4 M3 12.000

1.5 No. 300.000

1.6 No. 450.000

1.7 M2 8.500

1.8 Allowance for each 1 cm increase on the previous item M2 0.500

1.9Excavation to formation level in approved materials for reuse in backfilling

M3 7.500

1.1 M3 8.000

1.11Extra for excavation in very weak to weak rock (UCS 1.25 to 12.5 MN/m2)

M3 15.000

1.12 M3 20.000

Item No.

UNIT PRICE

Site clearing works from grasses, plants and dispose to public dumps to the instructions of the Engineer

Break and remove existing edges (Kerbstones) and channels if existed, including foundations and dispose to public dumps to the instructions of the Engineer

Break and remove surface of existing side walks and excavate up to 100 mm thick to the instructions of the Engineer and dispose to public dumps

Removal of existing concrete buildings, foundations including floorings, to the of the Engineer's instructions and dispose to public dumps

Removal of all types of old manhole located in carriage way and all necessary works and prepare surface according to specifications and Engineer's instructions

Removal of Ciss pits obstructing way, the item includes cleaning, backfilling, and disposal to public dumps

Removal of asphaltic surface of existing roads up to 100mm thickness and dispose to public dumps

Excavation to formation level in all materials except rock and dispose to public dumps up to a distance of 20 km

Extra for excavation in moderatly strong to strong rock(UCS 12.5 to 100 MN/m2)





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DISCRIPTION UOM NOTES Item No.

UNIT PRICE

1.13Extra for excavation in strong to very strong rock(UCS 100 to 200 MN/m2)

M3 30.000

1.14 M3 12.000

1.15 M2 70.000

1.16 L.M. 30.000

1.17 L.M. 60.000

1.18 No. 120.000

1.19 M3 8.250

1.20 M3 12.000

1.21 M3 12.000

1.22 M3 10.000

1.23 M3 0.300

Excavation in unsuitable materials of soft areas below formation level or below ground level in fill areas and dispose

Cut and remove asphalt pavement prior to trench excavating for laying buiried services the item includes reinstatement of pavement layers according to the technical specifications and engineer's instructions

Lowering or raising existing telephone cable ducts, electricity cables (low voltage)

Modification by lowering or raising high voltage electric cables according to specifications

Modification to all types of manhole cover levels by raising or lowering complete according to specifications

Load and transport wastes to public dumps, the item shall be implemented in case of presence of wastes before commencement of the works to a distance not exceeding 30 km

Supply, spread and compact approved materials in layers of 150mm in fill to soft areas and trenches with imported materials supplied from distances not exceeding 30 km to the instructions of the Engineer

Excavate unsuitable or un compacted backfill materials in existing trenches for a depth of one meter according to instructions and dispose

Supply, spread, shape and compact approved imported materials in layers of 150mm in fill areas for the road supplied from a distance not exceeding 30 km

Extra allowance for increase in the distance of soils transport suitable for backfilling for each 1 km increase to distances mentioned in item (1.19, 1.20, 1.21)





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UNIT PRICE

1.24 M2 4.000

1.25 M2 6.000

1.26 M2 10.000

1.27 M3 6.500

2.0 Carriageway Construction

2.1 M2 3.000

2.2 M2 4.500

2.3 M2 6.000

2.4 M2 0.400

2.5 M2 8.000

2.6 M2 9.250

2.7 M2 10.500

2.8 M2 12.000

2.9Extra allowance for each 10mm increase in thickness for items 2.7,2.8

M2 0.500

Asphalt milling by cold milling machine to a thickness of 30mm including disposal of wastes



Supply, spread, shape and compact excavated material from item 1.9 in copmacted layers of 150 mm in fill areas

Supply, spread, shape and compact material to sub-base layer in compacted thickness of 100 mm according to specifications and Engineer's instructions



Extra allowance for increase in sub-base layer thickness for each 10mm compacted to previous item

Supply, spread, shape and compact materials in granular road-base layer for carriage way with compacted thickness of 150 mm








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UNIT PRICE

2.1 M2 18.000

2.11 M2 25.000

2.12 M2 1.750

2.13 M2 0.150

2.14 M2 11.000

2.15 Ditto item 2.14 but for thickness of 70 mm M2 12.500

2.16 Ditto item 2.14 but for thickness of 80 mm M2 14.000

2.17 Extra allowance for each 1cm to item 2.15, 2.16 M2 1.500

2.18 M2 1.500

2.19 M2 0.150

2.2 M2 9.000

2.21 Ditto item no. 2.20 but for thickness of 45mm M2 10.000

2.22 Ditto item no. 2.20 but for thickness of 50mm M2 11.000

2.23 Extra allowance for each 1cm to item 2.21, 2.22 M2 1.750

2.24 Supply, spread and compact asphalt layer on the existing road TON 75.000

3.0 Side walks and Midians

3.1 M2 6.000

3.2 M2 3.000

Supply, spread, shape and compact asphaltic road-base with compacted thickness of 150 mm

Supply, spread, shape and compact asphaltic road-base with compacted thickness of 250 mm

Supply and spray of absorption layer of asphalt type MC 70 with a spray proportion of 1.5 kg/m2

Allowance by increasing to or decrease from item no. 2.12 for the increase or decrease the average of using the first spray for each 0.1 kg/m2

Supply, spread and compact asphalt base layer (Binder) with compacted thickness of 60 mm

Supply and spray lightened asphalt of type RC250 as tenacious layer with spray rate of 0.5 kg/m2

Allowance against increase or decrease spray rate from item no. 2.18 for each 0.05 kg/m2

Supply, spread and compact asphaltic wearing coarse for final surface with compacted thickness of 40mm

Supply, spray, shape and compact granular road-base materials with compacted thickness of 100mm

Extra allowance for increase in thickness for each 50mm compacted thickness





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UNIT PRICE

3.3 M2 2.000

3.4 M2 0.200

3.5 M2 12.000

3.6 M2 17.500

3.7 M2 2.500

3.8Supply and lay tiles (450*450*50 mm) on a sandy soil of 25mm thickness

M2 26.000

3.9 Ditto item 3.8 but on cement mortar M2 28.000

3.1 M2 12.000

3.11 M2 28.000

3.12 M2 80.000

3.13 M2 95.000

4.0 Edgings (Kerbstones)

4.1 L.M. 32.000

4.2 L.M. 33.000

Supply and spread of absorption layer of asphalt type MC 70 with a spray proportion of 1.5 kg/m2

Allow to add or decrease from item 2.3 for the increase or decrease of rate of using first covering layer for each 0.1 kg/m2

Supply, spread and compact asphaltic wearing coarse with compacted thickness of 50mm

Supply and shape C20 insitu concrete with thickness of 100mm for side walks and midians

Supply and spread rubble size 20-40 mm (aggregate) with thickness of 100 mm for the verges and midians

Supply and lay tiles (250*250*25mm) on cement mortar of 20mm thickness to specifications, drawings and Engineer's instructions

Supply and lay interlocking tiles 60mm the item includes a base of compacted granular material 100mm thick to specifications, drawings and Engineer's instructions

Supply and lay imported approved marble tiles 50mm thick on cement mortar of 20mm thick to specifications, drawings and Engineer's instructions

Supply and lay imported granite marble tiles 50mm thick on cement mortar of 20mm thick to specifications, drawings and Engineer's instructions

Build road edge (type 1) 300*150 mm placed mid on concrete base 150*550 mm with concrete support to front and rear

Build road edge (type 7) 350*150 mm placed mid on concrete base 150*550 mm with concrete support to front and rear





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UNIT PRICE

4.3 L.M. 25.000

4.4 L.M. 26.000

4.5 L.M. 29.000

4.6 L.M. 33.000

4.7 L.M. 23.000

4.8 L.M. 23.000

4.9 L.M. 16.000

4.1 L.M. 18.000

4.11 L.M. 20.000

4.12 L.M. 24.000

5.0 Complementary works (cars' passing deterrent)

5.1 No. 175.000

5.2 Supply and install single steel flixible road barrier L.M. 80.000

5.3 Supply and install double steel flixible road barrier L.M. 120.000

6.0 Road drain gullies

6.1 No. 10.000

Build road edge (type 8) 300*150mm placed front on concrete base 150*400 mm and a concrete support to rear

Build road edge (type 9) 350*150mm placed at the front on a concrete base 400*150 mm and a concrete support to rear

Build road edge (type 10) 190*150mm placed mid on a concrete base 550*150 mm and a concrete support to rear and front

Build road edge (type 11) 300*200mm placed at mid on concrete base 550*150 mm and a concrete support to rear and front

Build road borders (type 12) 190*150mm placed front on concrete base 350*150 mm and concrete support to rear

Build road borders (type 13) 275*150mm placed front on concrete base 350*150 mm and concrete support to rear

Build side walk edge (type 3) 150*50mm placed mid on concrete base 250*100 mm and concrete support to front and rear

Build side walk edge (type 4) 200*75mm placed mid on concrete base 275*100 mm and concrete support to front and rear

Build side walk edge (type 5) 200*75mm placed 200mm from face on concrete base 375*100 mm and concrete support to front and rear

Build pavement edge (type 6) 150*50mm placed front on concrete base 400*150 mm and concrete support to rear

Supply and installation of pillars precast reinforced concrete on concrete foundations including foundations, excavation and disposal of waste( pillar total length 1.3m)

dismantel grating and frame of existing gullies and store them for reuse according to Engineer's instructions





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UNIT PRICE

6.2 M3 15.000

6.3 No. 500.000

6.4 Ditto item no. 6.3 for double gullies No. 650.000

6.5 Ditto item no. 6.3 for tipple gullies with 200m pipes No. 800.000

6.6 Install grating and frame for item no. 6.1 No. 25.000

7.0 Gully connection pipework

7.1 L.M. 50.000

7.2 Ditto item no. 7.1 for depth 1-2 meter L.M. 71.000


7.4 L.M. 60.000



7.7 M3 200.000

7.8

Excavating for concrete gully pot and dispose surplus materials to Engineer's instructions

Build single concrete C20 gully pot including grating and frame and connection to 160mm pipes

Excavate trenches and supply and install uPVC pipes for connecting surface drainage gullies 160mm dia. including length occupied by connection to existing manholes, storm drainage pipes,and riser pipes. backfilling and compacting to specifications and dispose surplus material to Engineer's instructions Depth 1-0 meter

Excavate trenches and supply and install uPVC pipes for connecting surface drainage gullies 200mm dia. including length occupied by connection to existing manholes, storm drainage pipes,and riser pipes. backfilling and compacting to specifications and dispose surplus material to Engineer's instructions Depth 1-0 meter

Supply, place and surround with concrete C20 to connection pipework of gullies including connection to existing openings on storm drainage pipes and riser pipes

Extra to any of drainage works items for excavating in rocks in trenches, dispose surplus to Engineer's instructions





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UNIT PRICE

7.8.1Extra for excavation in very weak to weak rock (UCS 1.25 to 12.5 MN/m2)

M3 15.000

7.8.2 M3 20.000

7.8.3Extra for excavation in strong to very strong rock(UCS 100 to 200 MN/m2)

M3 30.000

7.9 M3 175.000

8.0Connection to existing manholes, riser pipes and drainage channels

8.1 No. 100.000

8.2 No. 150.000

8.3 No. 75.000

8.4 No. 100.000

9.0 Temporary Road side chanels

9.1 M3 15.000

9.2 Extra to item no. 9.1 for excavation in the rock M3 30.000

9.3 M2 10.000

9.4 M2 50.000

9.5 Build an opening on side slopes to connect drainage pipe No. 10.000

9.6 Build soak away openings no including preparing soak away area No. 10.000


Extra to any of drainage works items for filling up trenches with concrete C15

Connect gully connection pipes 160/200 mm dia. To existing manholes including supply of all materials and breaking into wall of manholes and repair

Build branch on existing pipes (saddle) and connect to gully connection pipes 160/200 mm dia. including supply of all materials

Connect gully connection pipes 160/200 mm dia. to existing riser pipes including supply and erction of all materials (item do not include pipes to gullies)

Connect gully connection pipes of 160 mm dia. to the road side drainage chanels

Excavation in all types of soil except rocks and dispose of wastes including shaping slopes

Build a layer of crushed rock base of 200mm thick as a liner to slopes including supply of all materials

Supply and place insitu concrete C20 of 150mm thick as a liner including supplying all materials





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UNIT PRICE

9.7 M2 50.000

10.0 Traffic Signs

10.1 M3 85.000

10.2Extra over item10.1 for use of compressor in rock or other hard materials.

M3 30.000

10.3

10.3.1 50mm dia steel pipe No. 180.000

10.4

10.4.1 100mm x 40mm channel No. 310.000

10.5 Ditto circular sign size 0.6m diameter

10.5.1 50mm Ø steel pipe No. 180.000

10.6 Ditto circular sign 0.9m diameter

10.6.1 100mm x 40mm channel No. 310.000

10.7 Ditto" not connected road" rectangular sign area 0.36 m2

10.7.1 50mm Ø steel pipe No. 160.000

10.8

10.8.1 50mm Ø steel pipe No. 160.000

10.9

10.9.1 50mm Ø steel pipe No. 160.000

10.1 No. 650.000

Supply and place C20 insitu concrete 150mm thick as aprotection to road side slopes

Excavate for, provide and lay C20 concrete foundations for posts, backfill and ram, remove all surplus materials.

Provide and fix triangular sign size 0.6m comlete with fastenings and 3.0m post of dimension:

Provide and fix triangular sign size 0.9m complete with fastenings and 3.0m post of dimension:

Provide and fix circular sign size 0.6m diameter comlete with fastenings and 1.5m post of dimension:

Provide and fix circular sign size 0.6m diameter comlete with fastenings and 2.0m post of dimension:

Provide and fix rectangular sign area 1.0m2 including fastenings, framing and stiffening, complete with 2 post 1,5m of steel pipe 50mm dia.





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UNIT PRICE

10.11 No. 730.000

10.19 No. 730.000

10.2 No. 1300.000

10.21 No. 1500.000

10.22 No. 1500.000

10.23 No. 2200.000

10.24 No. 2900.000

10.25 No. 2900.000

10.26 No. 8000.000

10.27 No. 8600.000

10.28 L.M. 190.000

10.29 Provide and erect reflector posts in prepared foundations No. 75.000

Provide and fix rectangular sign area 1.0m2 including fastenings, framing and stiffening, complete with 2 post 2m of steel channel 40x100mm

Provide and fix rectangular sign area 1.0rn2 complete with fastenings and 3.0m posts of steel channel 40x100mm

Provide and fix rectangular sign area 2.0m2 including fastenings, framing and stiffening, complete with 1.5m posts of steel channel 40x100mm

Provide and fix rectangular sign area 2.0m2 including fastening,framing and stiffening, complete with 3.0m posts of posts of steel channel 40x100mm


Provide and fix circular sign area 3.0m2 including fastenings, framing and stiffening, complete with 1.5m dimension steel pipe 50mm



Provide and fix rectangular sign area 8.0m2 including fastenings, framing and stiffening, complete with 5.0m posts of dimension:

Provide and fix rectangular sign area 8.0m2 including fastenings, framing and stiffening, complete with 3No. 6.0m posts of steel pipe 150mm

Provide and erect in prepared foundations pedestrian guard rail straight or curved as required





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UNIT PRICE

10.3 No. 70.000

11.0 ROAD MARKINGS

11.1 Transverse continous line 200mm wide

11.1.1 Reflectorized Thermoplastic material L.M. 4.500

11.1.2 Road marking paint L.M. 3.000

11.2 Transverse intermittent line 200mm wide (0.6m long 0.3m gap)



11.3 Longitudinal continous line 100mm wide



11.411.4.1 Reflectorized Thermoplastic material L.M. 1.500


11.5 Ditto 100mm wide (1.5m long 4.5m gap)



11.6 Ditto 100mm wide (1m long 1m gap)



11.7 Longitudinal continous line 120mm wide



11.811.8.1 Reflectorized Thermoplastic material L.M. 1.250



Provide and fix to lamp columns rectangular "one way" sign area 0.15m2 (for pedestrians)

Longitudinal intermittent line 100mm wide (4m long 2m gap)

Longitudinal intermittent line 120mm wide (6m long 3m gap)





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UNIT PRICE






11.11 Arrow, ahead 5m long

11.11.1 Reflectorized Thermoplastic material No. 50.000

11.11.2 Road marking paint No. 25.000

11.12 Arrow, ahead and turn right or left 5m long



11.13 Arrow, turn right or left 5m long



11.14 deflecting arrow, right or left 5m long



11.15 GIVE WAY triangle, base 1.25m height 3.75m



11.16 'STOP' width 2.5m depth 2m



11.17 Pedestrian Crossing stripes 2.5m x 0.5m



11.18 Hatching or chevron marking 200mm width at 500mm centres.

11.18.1 Reflectorized Thermoplastic material M2 25.000





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UNIT PRICE

11.18.2 Road marking paint M2 13.000

12.0 Services

12.1 M3 20.000

12.2 M3 250.000

12.3 L.M. 12.000

12.4 M3 200.000

Break out existing concrete plinths and ramps dispose to the Engineer's instructions

Provide and construct C20 insitu concrete steps and ramps, to entrances to buildings as directed by the Engineer

Provide and lay 160mm diameter u.PVC. as service ducts as directed by the Engineer

Supply and place insitu concrete surround type C20 to service ducts mentioned in item 12.3





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STORM & FOUL WATER DRAINAGE WORKS

1.0

1.1 Pipes of 160 mm diameter

1.1.1 Break trench surface in an asphaltic road L.M. 8.5001.1.2 Break trench surface in an asphaltic road and reinstate L.M. 36.4001.1.3 For depth not exceeding 1 meter to invert L.M. 72.7401.1.4 For depth exceeding1 meter and not exceeding 2 meters to invert L.M. 125.7801.1.5 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 186.6201.1.6 Sand bed and surround to pipes L.M. 14.0401.1.7 Granular bed and surround to pipes L.M. 25.0001.1.8 Concrete C15 surround to pipes L.M. 43.6801.2 Pipes of 200 mm diameter

1.2.1 Break trench surface in an asphaltic road L.M. 9.0001.2.2 Break trench surface in an asphaltic road and reinstate L.M. 37.7001.2.3 For depth not exceeding 2 meter to invert L.M. 130.6801.2.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 191.5201.2.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 261.7201.2.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 339.7201.2.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 419.2801.2.8 Sand bed and surround to pipes L.M. 24.9601.2.9 Granular bed and surround to pipes L.M. 29.9521.2.10 Concrete C15 surround to pipes L.M. 56.1601.2.11 Branch connection 150/200mm No. 65.0001.2.12 Branch connection 200/200mm No. 80.400

Item No.

UNIT PRICE

Excavate trenches including thickness occupied by bedding layer , supply, lay, backfill and test (uPVC) pipes to (BS EN 1452: 2000 Class B – 6 Bars) specifications for the following diameters and depths





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UNIT PRICE

1.3 Pipes of 250 mm

1.3.1 Break trench surface in an asphaltic road L.M. 12.1551.3.2 Break trench surface in an asphaltic road and reinstate L.M. 40.3001.3.3 For depth not exceeding 2 meter to invert L.M. 141.8801.3.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 202.7201.3.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 272.9201.3.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 350.9201.3.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 430.4801.3.8 Sand bed and surround to pipes L.M. 24.9601.3.9 Granular bed and surround to pipes L.M. 31.2001.3.10 Concrete C15 surround to pipes L.M. 59.2801.3.11 Branch connection 150/250mm No. 75.0001.3.12 Branch connection 200/250mm No. 90.0001.4 Pipes of 315 mm diameter

1.4.1 Break trench surface in an asphaltic road L.M. 14.3001.4.2 Break trench surface in an asphaltic road and reinstate L.M. 48.1001.4.3 For depth not exceeding 2 meter to invert L.M. 146.5201.4.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 207.3601.4.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 277.5601.4.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 352.4401.4.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 435.1201.4.8 Sand bed and surround to pipes L.M. 25.5841.4.9 Granular bed and surround to pipes L.M. 34.3201.4.10 Concrete C15 surround to pipes L.M. 67.7041.4.11 Branch connection 150/315mm No. 181.2201.4.12 Branch connection 200/315mm No. 193.7001.5 Pipes of 355 mm diameter

1.5.1 Break trench surface in an asphaltic road L.M. 14.3001.5.2 Break trench surface in an asphaltic road and reinstate L.M. 49.400

D34

faiz: PRICE CORRECTED





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UNIT PRICE

1.5.3 For depth not exceeding 2 meter to invert L.M. 161.9201.5.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 222.7601.5.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 292.9601.5.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 367.8401.5.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 450.5201.5.8 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 539.4401.5.9 Sand bed and surround to pipes L.M. 25.5841.5.10 Granular bed and surround to pipes L.M. 34.3201.5.11 Concrete C15 surround to pipes L.M. 67.7041.5.12 Branch connection 150/355mm No. 235.8201.5.13 Branch connection 200/355mm No. 245.7001.6 Pipes of 400 mm diameter

1.6.1 Break trench surface in an asphaltic road L.M. 15.6001.6.2 Break trench surface in an asphaltic road and reinstate L.M. 50.7001.6.3 For depth not exceeding 2 meter to invert L.M. 177.6401.6.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 241.6001.6.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 310.2401.6.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 386.6801.6.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 469.3601.6.8 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 558.2801.6.9 Sand bed and surround to pipes L.M. 28.0801.6.10 Granular bed and surround to pipes L.M. 34.3201.6.11 Concrete C15 surround to pipes L.M. 82.6801.6.12 Branch connection 150/400mm No. 307.4501.6.13 Branch connection 200/400mm No. 325.6501.7 Pipes of 450 mm diameter

1.7.1 Break trench surface in an asphaltic road L.M. 15.6001.7.2 Break trench surface in an asphaltic road and reinstate L.M. 52.0001.7.3 For depth not exceeding 2 meter to invert L.M. 198.640

D62

faiz: PRICE CORRECTED





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UNIT PRICE

1.7.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 262.6001.7.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 331.2401.7.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 407.6801.7.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 490.3601.7.8 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 579.2801.7.9 Sand bed and surround to pipes L.M. 28.0801.7.10 Granular bed and surround to pipes L.M. 34.3201.7.11 Concrete C15 surround to pipes L.M. 82.6801.7.12 Branch connection 150/450mm No. 431.6001.7.13 Branch connection 200/450mm No. 444.6001.8 Pipes of 500 mm diameter


1.9.1 Break trench surface in an asphaltic road L.M. 18.8501.9.2 Break trench surface in an asphaltic road and reinstate L.M. 59.8001.9.3 For depth not exceeding 2 meter to invert L.M. 263.9801.9.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 328.720





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UNIT PRICE

1.9.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 400.4801.9.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 478.4801.9.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 561.1601.9.8 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 653.2001.9.9 Sand bed and surround to pipes L.M. 29.6401.9.10 Granular bed and surround to pipes L.M. 35.8801.9.11 Concrete C15 surround to pipes L.M. 110.7601.9.12 Branch connection 150/600mm No. 114.4001.9.13 Branch connection 200/600mm No. 131.300

2.0

2.1 Pipes of 600 mm diameter


Excavate trenches including thickness occupied by bedding layer, supply, lay, backfill and test GRP pipes (Stiffness 5000N/m2 - 6 Bars minimum) to (BS 5480:1990) specifications for the following diameters and depths:





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UNIT PRICE



2.4.1 Break trench surface in an asphaltic road L.M. 21.450





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UNIT PRICE

2.4.2 Break trench surface in an asphaltic road and reinstate L.M. 72.8002.4.3 For depth not exceeding 2 meter to invert L.M. 444.4802.4.4 For depth exceeding 2 meter and not exceeding 3 meters to invert L.M. 520.9202.4.5 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 603.6002.4.6 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 690.9602.4.7 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 786.1202.4.8 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 889.0802.4.9 Sand bed and surround to pipes L.M. 45.2402.4.10 Granular bed and surround to pipes L.M. 60.8402.4.11 Concrete C15 surround to pipes L.M. 219.9602.4.12 Branch connection 150/900mm No. 138.0602.4.13 Branch connection 200/900mm No. 158.2102.5 Pipes of 1000 mm diameter


2.6.1 Break trench surface in an asphaltic road L.M. 23.4002.6.2 Break trench surface in an asphaltic road and reinstate L.M. 76.700





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UNIT PRICE

2.6.3 For depth not exceeding 3 meter to invert L.M. 646.9202.6.4 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 729.6002.6.5 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 816.9602.6.6 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 912.1202.6.7 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 1015.0802.6.8 For depth exceeding 7 meter and not exceeding 8 meters to invert L.M. 1127.4002.6.9 Sand bed and surround to pipes L.M. 45.2402.6.10 Granular bed and surround to pipes L.M. 60.8402.6.11 Concrete C15 surround to pipes L.M. 219.9602.6.12 Branch connection 150/1100mm No. 148.2002.6.13 Branch connection 200/1100mm No. 175.1102.7 Pipes of 1200 mm diameter


2.8.1 Break trench surface in an asphaltic road L.M. 24.3102.8.2 Break trench surface in an asphaltic road and reinstate L.M. 81.9002.8.3 For depth not exceeding 3 meter to invert L.M. 797.080





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UNIT PRICE

2.8.4 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 886.0002.8.5 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 992.0802.8.6 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 1098.1602.8.7 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 1213.6002.8.8 For depth exceeding 7 meter and not exceeding 8 meters to invert L.M. 1336.8402.8.9 Sand bed and surround to pipes L.M. 61.4642.8.10 Granular bed and surround to pipes L.M. 81.1202.8.11 Concrete C15 surround to pipes L.M. 271.4402.8.12 Branch connection 150/1300mm No. 171.6002.8.13 Branch connection 200/1300mm No. 202.0202.9 Pipes of 1400 mm diameter


2.10.1 Break trench surface in an asphaltic road L.M. 26.5202.10.2 Break trench surface in an asphaltic road and reinstate L.M. 89.7002.10.3 For depth not exceeding 3 meter to invert L.M. 967.4402.10.4 For depth exceeding 3 meter and not exceeding 4 meters to invert L.M. 1061.040





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UNIT PRICE

2.10.5 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 1160.8802.10.6 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 1284.1202.10.7 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 1402.6802.10.8 For depth exceeding 7 meter and not exceeding 8 meters to invert L.M. 1529.0402.10.9 Sand bed and surround to pipes L.M. 63.0242.10.10 Granular bed and surround to pipes L.M. 90.4802.10.11 Concrete C15 surround to pipes L.M. 366.6002.10.12 Branch connection 150/1500mm No. 185.2502.10.13 Branch connection 200/1500mm No. 215.5402.11 Pipes of 1600 mm diameter


2.12.1 Break trench surface in an asphaltic road L.M. 28.6002.12.2 Break trench surface in an asphaltic road and reinstate L.M. 96.2002.12.3 For depth not exceeding 4 meter to invert L.M. 1376.9202.12.4 For depth exceeding 4 meter and not exceeding 5 meters to invert L.M. 1487.6802.12.5 For depth exceeding 5 meter and not exceeding 6 meters to invert L.M. 1604.680





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UNIT PRICE

2.12.6 For depth exceeding 6 meter and not exceeding 7 meters to invert L.M. 1745.0802.12.7 For depth exceeding 7 meter and not exceeding 8 meters to invert L.M. 1880.8002.12.8 For depth exceeding 8 meter and not exceeding 9 meters to invert L.M. 2027.4402.12.9 Sand bed and surround to pipes L.M. 80.1842.12.10 Granular bed and surround to pipes L.M. 118.5602.12.11 Concrete C15 surround to pipes L.M. 511.6802.12.12 Branch connection 150/1800mm No. 205.4002.12.13 Branch connection 200/1800mm No. 242.4502.13 Pipes of 2000 mm diameter

2.13.1 Excavating trench’s surface in an asphaltic road L.M. 29.9002.13.2 Excavating trench’s surface in an asphaltic road and re-pavement L.M. 104.0002.13.3 For depth that does not exceed 4 meters to the bottom L.M. 1642.920

2.13.4 L.M. 1753.680

2.13.5 L.M. 1870.680

2.13.6 L.M. 2011.080

2.13.7 L.M. 2146.800

2.13.8 L.M. 2293.440

2.13.9 Sand bed and surround to pipes L.M. 80.1842.13.10 Granular bed and surround to pipes L.M. 118.5602.13.11 Concrete C15 surround to pipes L.M. 511.6802.13.12 Branch connection 150/2000mm No. 205.4002.13.13 Branch connection 200/2000mm No. 242.4503.0 Allowances for Foul and Storm drainage items

For depth of more than 4 meters and does not exceed 5 meters to the bottom









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UNIT PRICE

3.1 M3 21.000

3.2 M3 15.000

3.3 M3 20.000

3.4 M3 30.000

3.5 M3 25.000

3.6 L.M. 290.000

3.7 L.M. 75.000

3.8 L.M. 50.000

4.0 Manholes on main lines

4.1 Pattern 1 (A)

Extra over for increase in excavation depths and dimensions over the typical sections, the item includes disposal of wastes to public dumps and preparation of formation and backfill in layers according to the technical specifications.

Extra over for excavation in very weak to weak rock (UCS 1.25 to 12.5 MN/m2)

Extra over for excavation in moderatly strong to strong rock(UCS 12.5 to 100 MN/m2)

Extra over for excavation in strong to very strong rock(UCS 100 to 200 MN/m2)

Extra over for excavation under groundwater when required in pipe works the item includes the dewatering and disposal outside the site and treatment of excavated bottom with a graded aggregates layer, leveling and make good for further work in adition to disposal of waste to public dumps according to the technical specifications

Allowance for the use sheet piles at both sides of the trench in loose or soft soils up to 4 meters depth and remove them after work completion

Extra over for using sheet piles at both sides of the trench for each additional meter in the depth of loose or soft soils and remove them after work completion

Allowance for using timber boards in loose or soft soils up to 3 meter depth and remove them after work completion





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UNIT PRICE

4.1.1 For depth not exceeding 2 meters to invert No. 1556.0004.1.2 For depth exceeding 2 meters and not exceeding 3 meters No. 1928.0004.1.3 For depth exceeding 3 meters and not exceeding 4 meters No. 2300.0004.1.4 For depth exceeding 4 meters and not exceeding 5 meters No. 3096.0004.1.5 For depth exceeding 5 meters and not exceeding 6 meters No. 3545.0004.1.6 For depth exceeding 6 meters and not exceeding 7 meters No. 3993.0004.2 Pattern 2 (A)

4.2.1 For depth not exceeding 2 meters to invert No. 2124.0004.2.2 For depth exceeding 2 meters and not exceeding 3 meters No. 2639.0004.2.3 For depth exceeding 3 meters and not exceeding 4 meters No. 3155.0004.2.4 For depth exceeding 4 meters and not exceeding 5 meters No. 4159.0004.2.5 For depth exceeding 5 meters and not exceeding 6 meters No. 4763.000

Supply and build circular manholes of concrete (C25) with internal diameter 1.05m and wall thickness of 225 mm, the roof is of reinforced concrete (C30) and a thickness of 175 mm. The item includes pipes inside the manhole, excavation, concrete, stepirons, benching, required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 200 to 500mm diameter

Supply and build circular manholes of concrete (C25) with internal diameter 1.5m and wall thickness of 250 mm, the roof is of reinforced concrete (C30) and a thickness of 200 mm. The item includes pipes inside the manhole, excavation, concretes, stepirons, benching, required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 600 to 800mm diameter





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UNIT PRICE

4.2.6 For depth exceeding 6 meters and not exceeding 7 meters No. 5366.0004.3 Pattern 2 (B)

4.3.1 For depth not exceeding 2 meters to invert No. 3226.0004.3.2 For depth exceeding 2 meters and not exceeding 3 meters No. 3854.0004.3.3 For depth exceeding 3 meters and not exceeding 4 meters No. 4481.0004.3.4 For depth exceeding 4 meters and not exceeding 5 meters No. 5673.0004.3.5 For depth exceeding 5 meters and not exceeding 6 meters No. 6403.0004.3.6 For depth exceeding 6 meters and not exceeding 7 meters No. 7133.0004.4 Pattern 3

4.4.1 For depth not exceeding 2 meters to invert No. 4708.0004.4.2 For depth exceeding 2 meters and not exceeding 3 meters No. 5863.0004.4.3 For depth exceeding 3 meters and not exceeding 4 meters No. 7017.000

Supply and build circular manholes of concrete (C25) with internal diameter 2.0m and wall thickness of 300 mm, the roof is of reinforced concrete (C30) and a thickness of 250 mm. The item includes pipes inside the manhole, excavation, concretes, stepirons, benching, required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 600 to 800mm diameter

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (1.4*1.9) meter and wall thickness of 250 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 600 to 1200mm diameter





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UNIT PRICE

4.5 Pattern 4

4.5.1 For depth exceeding 4 meters and not exceeding 5 meters to invert No. 7834.0004.5.2 For depth exceeding 5 meters and not exceeding 6 meters No. 8793.0004.5.3 For depth exceeding 6 meters and not exceeding 7 meters No. 9753.0004.6 Pattern 5

4.6.1 For depth not exceeding 3 meters to invert No. 5952.0004.6.2 For depth exceeding 3 meters and not exceeding 4 meters No. 7291.0004.7 Pattern 6

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (1.4*1.9*3.1) meter and wall thickness of 250 mm and equipped with access shaft of circular section of 1 meter internal diameter and wall thickness of 225 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 600 to 1200 diameter

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (2.2*1.2) meter and wall thickness of 250 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete, required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 1300 to 1600mm diameter without branches





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UNIT PRICE

4.7.1 For depth exceeding 4 meters and not exceeding 5 meters to invert No. 9091.0004.7.2 For depth exceeding 5 meters and not exceeding 6 meters No. 10079.0004.7.3 For depth exceeding 6 meters and not exceeding 7 meters No. 11067.0004.7.4 For depth exceeding 7 meters and not exceeding 8 meters No. 12064.0004.8 Pattern 7

No.

4.8.1 For depth not exceeding 4 meters to invert No. 11099.0004.9 Pattern 8

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (2.2*1.2*2.2) meter and wall thickness of 250 mm and equipped with access shaft of circular section of 1 meter internal diameter and wall thickness of 225 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 1300 to 1600mm diameter without branches

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (2.5*2.0) meter and wall thickness of 300 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete, required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 1300 to 1600mm diameter with bends and branches, and for 1800 to 2000mm straight without branches.





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UNIT PRICE

4.9.1 For depth exceeding 4 meters and not exceeding 5 meters to invert No. 10711.0004.9.2 For depth exceeding 5 meters and not exceeding 6 meters No. 11994.0004.9.3 For depth exceeding 6 meters and not exceeding 7 meters No. 13330.0004.9.4 For depth exceeding 7 meters and not exceeding 8 meters No. 14728.0004.10 Pattern 9

4.10.1 For depth not exceeding 4 meters to invert No. 17743.0004.11 Pattern 10

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (2.2*2.0*2.5) meter and wall thickness of 300 mm and equipped with access shaft of circular section of 1 meter internal diameter and wall thickness of 225 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 1300 to 1600mm diameter with bends and branches and for 1800 to 2000mm diameter pipes straight without branches.

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (3.0*2.5) meter and wall thickness of 400 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete, required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 1800 to 2000mm diameter with branches





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UNIT PRICE

4.11.1 For depth exceeding 4 meters and not exceeding 5 meters to invert No. 15679.0004.11.2 For depth exceeding 5 meters and not exceeding 6 meters No. 17162.0004.11.3 For depth exceeding 6 meters and not exceeding 7 meters No. 18705.0004.11.4 For depth exceeding 7 meters and not exceeding 8 meters No. 20319.000

5.0

5.1

5.1.1 For depth ex. 0.6 and n.ex 1 meter No. 125.0005.1.2 For depth ex. 1 and n.ex 2 meter No. 165.0005.1.3 For depth ex. 2 and n.ex 3 meter No. 220.0005.1.4 For depth ex. 3 and n.ex 4 meter No. 305.0005.1.5 For depth ex. 4 and n.ex 5 meter No. 340.0005.1.6 For depth ex. 5 and n.ex 6 meter No. 470.000

Supply and build rectangular manholes of reinforced concrete (C30) with internal dimensions (2.2*2.0*2.5) meter and wall thickness of 300 mm and equipped with access shaft of circular section of 1 meter internal diameter and wall thickness of 225 mm the item includes pipes inside the manhole, excavation, blinding concrete (C25) , stepirons, benching concrete required reinforcing steel, isolating layer to inner and outer surfaces, heavy duty cover and frame complete, backfilling, and dispose of waste to public dumps and all work required to complete item according to drawings, technical specifications, to be used for pipes of 1800 to 2000mm diameter with bends

Droplead (back-drop) pipes attached to manholes(Foul drainage – stormwater drainage)

Build droplead vertical pipes attached to manholes consisting of 90 deg. bend, Tee and pipe of 160mm diameter and concrete surround (C15) of 150mm thickness for pipes of 160 mm with depth between inverts:-





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UNIT PRICE

5.2

5.2.1 For depth ex. 0.6 and n.ex 1 meter No. 150.0005.2.2 For depth ex. 1 and n.ex 2 meter No. 250.0005.2.3 For depth ex. 2 and n.ex 3 meter No. 340.0005.2.4 For depth ex. 3 and n.ex 4 meter No. 430.0005.2.5 For depth ex. 4 and n.ex 5 meter No. 520.0005.2.6 For depth ex. 5 and n.ex 6 meter No. 600.000

5.3

5.3.1 For depth ex. 0.6 and n.ex 1 meter No. 175.0005.3.2 For depth ex. 1 and n.ex 2 meter No. 300.0005.3.3 For depth ex. 2 and n.ex 3 meter No. 400.0005.3.4 For depth ex. 3 and n.ex 4 meter No. 510.000

5.4

5.4.1 For depth ex. 0.6 and n.ex 1 meter No. 300.0005.4.2 For depth ex. 1 and n.ex 2 meter No. 400.0005.4.3 For depth ex. 2 and n.ex 3 meter No. 500.000

6.0

Build droplead vertical pipes attached to manholes consisting of 90 deg. Bend, Tee and pipe of 200mm diameter and concrete surround (C15) of 150mm thickness for pipes of 200 mm with depth between inverts:-

Build droplead vertical pipes attached to manholes consisting of 90 deg. Bend, Tee and pipe of 250mm diameter and concrete surround (C15) of 150mm thickness for pipes of 250 mm with depth between inverts:-

Build droplead vertical pipes attached to manholes consisting of 90 deg. Bend, Tee and pipe of 300mm diameter and concrete surround (C15) of 150mm thickness for pipes of 300m with depth between inverts:-

Dropping chambers annexed to the chambers (sanitary drainage – rainwater drainage)





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UNIT PRICE

6.1


6.2


7.0 Connection Manhole (sanitary drainage)

7.1 For pipes diameter not exceeding 300mm No. 175.0007.2 For pipes diameter exceeding 300mm not exceeding 600mm No. 260.0007.3 For pipes diameter exceeding 600mm not exceeding 1000mm No. 380.000

8.0 Houses’ manholes (sanitary drainage)

Build droplead extension chamber attached to manhole of reinforced concrete (C30) to be built complete with internal dimensions of (800*800)mm for pipes exceeding 300mm and not exceeding 500mm dia. For depth between inverts:-

Build droplead extension chamber attached to manhole of reinforced concrete (C30) to be built complete with internal dimensions of (1100*1100)mm for pipes exceeding 500mm and not exceeding 800mm dia. For depth between inverts:-

Formation of box-out on any type of manhole wall for future pipe connection including filling with solid concrete blocks coated on both sides as follows:-





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UNIT PRICE

8.1 No. 350.000

8.2 No. 550.000

8.3 No. 650.000

8.4 No. 750.000

8.5 No. 850.000

8.6 No. 950.000

9.0 Houses connections (Foul drainage)

No. 250.000

10.0 Venelation Columns (sanitary drainage)

No. 2500.000

11.0 Road Gullies (rainwater drainage)

Supply and build house inspection chamber of concrete (C25) according to drawings the item includes excavation, concrete, backfillin, and heavy duty cover and frame complete, chamber wall and bottom is 150mm thick all according to the technical specifications

Chambers type no. 1 (450*450 mm internal) and depth to invert not exceeding 1 meter



Chambers type no. 4 (600*750 mm internal) and depth to invert exceeding 1 meter not exceeding 2 meter



Break into existing manhole and build lateral branch joint and make good, work includes building lateral branch connection inside the chamber of the lateral branch and the temporary cap and removing the cap after primary hand over (pipes are measured separately)

Build complete ventelation column as indicated in the drawings (pipes are measured under the lateral pipe work)





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UNIT PRICE

11.1 No. 500.000

11.2 No. 650.000

11.3 No. 800.000

11.4 No. 750.000

12.0 Riser pipes and caps (sanitary drainage – rainwater drainage)

12.1 L.M. 65.000

12.2 L.M. 75.000

12.3 Cap 160 mm for pipes of 160 mm No. 15.00012.4 Cap 200 mm for pipes of 200 mm No. 18.000

13.0 Sundries (sanitary drainage – rainwater drainage)

13.1

13.1.1 Pipe diameter not exceeding 500 mm No. 100.00013.1.2 Pipe diameter exceeding 500 mm and not exceeding 1000 mm No. 200.00013.1.3 Pipe diameter exceeding 1000 mm and not exceeding 1500 mm No. 300.00013.1.4 Pipe diameter exceeding 1500 mm and not exceeding 2000 mm No. 400.000

Build single gully chamber complete (with internal dimensions (0.5*0.45) meter and with wall thickness 150 mm) as indicated in the drawings with suitable heavy duty grating and frame

Build double gully chamber complete (with internal dimensions (0.9*0.45) meter and with wall thickness 150 mm) as indicated in the drawings with suitable heavy duty grating and frame

Build tripple gully chamber complete (with internal dimensions (1.35*0.45) meter and with wall thickness 150 mm) as indicated in the drawings with suitable heavy duty grating and frame

Build split gully chamber complete (with internal dimensions (1.35*0.45) meter and with wall thickness 150 mm) as indicated in the drawings with suitable heavy duty grating and frame

Pipe of 160 mm to be set vertically including concrete (C15) surround 150 mm thickness

Pipe of 200 mm to be set vertically including concrete (C15) surround 150 mm thickness

Break and removal of bricks from box-out in wall of existing manhole and make good and build pipe inside it by using concrete (C25) for pipes:





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UNIT PRICE

13.2 No. 750.000

13.3 L.M. 66.000

13.4 L.M. 30.000

13.5 No. 50.000

14.0 Drainage Culverts Works

14.1Excavation to formation level in normal soil including preparation of surface

M3 15.000

14.2 M3 8.500

14.3 Supply and place lean concrete M3 200.000

14.4 M3 450.000

14.5Supply and apply two coats of bitumen emulsion on the external surfaces

M2 6.000

Break and removal of foul water tanks (soak aways) of any dimension by moving away water then dispose of sludge sedimentations first then dispose of demolision wastes to public dumps and backfilling their place with clean soils on layers 250 mm thick including watering and compaction according to technical specifications

Break and removal of old foul or stormwater drainage pipes of diameter less than 300 mm or sections of any thickness including loading and transporting wastes to public dumps and the item includes dewatering, sedimentations and their disposal

Allow to raise or lower all cables, crossings and services pipes during trenche excavation works and provide appropriate protection for it according to the technical specifications

Supply and set up temporary access slopes and bridges for pedestrian leading to buildings entrances during trenches excavation works for each 25 meters of length of trench

Backfilling with approved material in layers according to the technical specifications

Supply and place concrete for base, walls and roof C30 including reinforcing steel, steel or wooden formwork and all that is necessary to complete work according to the technical specifications and drawings

HOUSING AND INFRASTRUCTUREEXECUTIVR BOARD

GREAT SOCIALIST LIBYAN ARAB JAMAHIRIYA



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DISCRIPTION UOM UNIT PRICE NOTES

DRINKING WATER NETWORKS

1.0 TRENCH EXCAVATION AND BACKFILLING WORKS

1.1

1.1.1 From 25mm to 70mm (for house and property connections) L.M. 36.0001.1.2 From 80 mm to 200 mm L.M. 56.0001.1.3 From 300 mm to 500 mm L.M. 80.0001.1.4 From 600 mm to 900 mm L.M. 105.0001.1.5 From 1000 mm to 1200 mm L.M. 118.000

1.1.6 M3 21.000

1.1.7 M3 21.000

1.1.8 M3 21.000

1.1.9 M3 21.000

1.1.10 L.M. 290.000

1.1.11 L.M. 50.000

1.1.12 M3 15.000

1.1.13 M3 20.000

1.1.14 M3 30.000

Item No.

Excavating trenches in clayey or firm sandy soil for the required depth( to give pipe cover of 1.5m from finished level) and backfilling with approved material and dispose of wastes to public dumps according to technical conditions and specifications for the following diameters ( max. 3m deep):-

Allowance for increase in excavating trenches more then standard trench dimension including backfilling according to specifications

Excavation in normal soil for valve chambers, roads crossings and backfilling according to the conditions and technical specifications

Excavation in normal soil for fire hydrants and backfilling according to specifications

Excavation in normal soil for sprinkler hydrants and backfilling according to specifications

Allowance for the use sheet piles at both sides of the trench in loose or soft soils up to 4 meters depth and remove them after work completion

Allowance for using timber boards in loose or soft soils up to 3 meter depth and remove them after work completion

Extra over for excavation in very weak to weak rock (UCS 1.25 to 12.5 MN/m2)

Extra over for excavation in moderatly strong to strong rock(UCS 12.5 to 100 MN/m2)

Extra over for excavation in strong to very strong rock(UCS 100 to 200 MN/m2)





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DISCRIPTION UOM UNIT PRICE NOTES Item No.

1.1.15 M3 25.000

2.0 Supply and Installation Works

2.1

2.1.1 Pipes of 80 mm diameter L.M. 29.4002.1.2 Pipes of 100 mm diameter L.M. 35.0002.1.3 Pipes of 150 mm diameter L.M. 57.4002.1.4 Pipes of 200 mm diameter L.M. 75.6002.1.5 Pipes of 250 mm diameter L.M. 98.0002.1.6 Pipes of 300 mm diameter L.M. 120.4002.1.7 Pipes of 400 mm diameter L.M. 176.4002.1.8 Pipes of 500 mm diameter L.M. 229.6002.1.9 Pipes of 600 mm diameter L.M. 316.4002.1.10 Pipes of 700 mm diameter L.M. 343.0002.1.11 Pipes of 800 mm diameter L.M. 441.0002.1.12 Pipes of 900 mm diameter L.M. 597.8002.1.13 Pipes of 1000 mm diameter L.M. 870.0002.1.14 Pipes of 1200 mm diameter L.M. 1332.000

2.2

2.2.1 Pipes of 20 mm diameter L.M. 0.7752.2.2 Pipes of 25 mm diameter L.M. 1.125

Extra over for excavation under groundwater when required in pipe works the item includes the dewatering and disposal outside the site and treatment of excavated bottom with a graded aggregates layer, leveling and make good for further work in adition to disposal of waste to public dumps according to the technical specifications

Supply and installation of Ductile Iron pipes (D.I – K9) with joints all consistent with specifications (ISO 2531) or (BS 4772) or (EN 545-2002) for drinking water networks complete with joints and fittings according to the technical conditions and specifications

Supply and Installation of polyethylene pipes (PE100 SDR 11 16 Bar) consistent with specifications (DIN 8074/8075) for of drinking water networks complete with joints and fittings according to technical conditions and specifications





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2.2.3 Pipes of 32 mm diameter L.M. 1.8752.2.4 Pipes of 40 mm diameter L.M. 3.3382.2.5 Pipes of 50 mm diameter L.M. 4.4382.2.6 Pipes of 63 mm diameter L.M. 7.0002.2.7 Pipes of 75 mm diameter L.M. 9.7502.2.8 Pipes of 90 mm diameter L.M. 16.2502.2.9 Pipes of 110 mm diameter L.M. 25.0002.2.10 Pipes of 125 mm diameter L.M. 32.5002.2.11 Pipes of 140 mm diameter L.M. 40.0002.2.12 Pipes of 160 mm diameter L.M. 52.5002.2.13 Pipes of 180 mm diameter L.M. 66.2502.2.14 Pipes of 200 mm diameter L.M. 81.2502.2.15 Pipes of 225 mm diameter L.M. 102.5002.2.16 Pipes of 250 mm diameter L.M. 126.2502.2.17 Pipes of 280 mm diameter L.M. 158.7502.2.18 Pipes of 315 mm diameter L.M. 200.0002.2.19 Pipes of 355 mm diameter L.M. 256.2502.2.20 Pipes of 400 mm diameter L.M. 325.0002.2.21 Pipes of 450 mm diameter L.M. 412.5002.2.22 Pipes of 500 mm diameter L.M. 506.2502.2.23 Pipes of 560 mm diameter L.M. 543.7502.2.24 Pipes of 630 mm diameter L.M. 690.000

2.3

2.3.1 Pipes of 80 mm diameter L.M. 15.9002.3.2 Pipes of 110 mm diameter L.M. 18.3002.3.3 Pipes of 160 mm diameter L.M. 33.8002.3.4 Pipes of 200 mm diameter L.M. 50.200

Supply and Installation of unplastisized polyvenile chloride (uPVC) consistent with the specifications (Class D: 12 Bar), (BS EN 1452-2000) for drinking water networks complete with joints and fittings according to technical conditions and specifications





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2.3.5 Pipes of 250 mm diameter L.M. 74.3002.3.6 Pipes of 315 mm diameter L.M. 117.2002.3.7 Pipes of 400 mm diameter L.M. 185.900

2.4

2.4.1 Pipes of 25 mm diameter L.M. 1.5002.4.2 Pipes of 32 mm diameter L.M. 2.6502.4.3 Pipes of 40 mm diameter L.M. 4.3002.4.4 Pipes of 50 mm diameter L.M. 8.2502.4.5 Pipes of 63 mm diameter L.M. 10.1502.4.6 Pipes of 90 mm diameter L.M. 20.650

2.5

Butterfly valve to (EN 593 and EN 1074-2) (Butterfly valve )

2.5.1 Valves of 300 mm diameter No. 5086.0002.5.2 Valves of 400 mm diameter No. 8251.0002.5.3 Valves of 500 mm diameter No. 11450.0002.5.4 Valves of 600 mm diameter No. 13331.0002.5.5 Valves of 700 mm diameter No. 17800.0002.5.6 Valves of 800 mm diameter No. 22800.0002.5.7 Valves of 900 mm diameter No. 29975.0002.5.8 Valves of 1000 mm diameter No. 32250.0002.5.9 Valves of 1200 mm diameter No. 44634.000

2.6

2.6.1 Valve of 80 mm diameter No. 204.0002.6.2 Valve of 100 mm diameter No. 250.0002.6.3 Valve of 150 mm diameter No. 390.000

Supply and Installation of polypropylene pipes (PP-R) for house connections consistent with the specifications (DIN 8078: MAY 2007), for drinking water networks complete with joints and fittings according to the conditions and technical specifications

Supply and Installation of all types of Valves according to the technical conditions and specifications,

Gate Valves (Resilient seated gate valve), to (EN 1074: 2004 and ISO 7259)





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2.6.4 Valve of 200 mm diameter No. 810.000

2.7

2.7.1 Double orifice air valve of 100 mm diameter No. 600.0002.7.2 Double orifice air valve of 80 mm diameter No. 550.0002.7.3 Double orifice air valve of 50 mm diameter No. 400.0002.7.4 Single orifice air valve of 40 mm diameter No. 350.000

2.7.5 No. 1500.000

2.7.6 No. 400.000

2.7.7

2.7.8 Connectios on pipes of 80 mm diameter No. 200.0002.7.9 Connectios on pipes of 100 mm diameter No. 300.0002.7.10 Connectios on pipes of 150 mm diameter No. 350.0002.7.11 Connectios on pipes of 200 mm diameter No. 420.0002.7.12 Connectios on pipes of 300 mm diameter No. 550.000

2.7.13

2.7.14 Water meter of 2.5 inches diameter No. 375.0002.7.15 Water meter of 2 inches diameter No. 250.0002.7.16 Water meter of 1.5 inches diameter No. 230.0002.7.17 Water meter of 1.25 inches diameter No. 215.0002.7.18 Water meter of 1 inch diameter No. 200.000

Supply and Installation of all types of air valves according to technical conditions and specifications

Supply and installation of fire hydrants 80 mm diameter including valve, protective hood and all the necessary fittings and all required to complete the work according to the technical condtions and specifications and instructions of the Engineer

Supply, installation and garden sprinkler hydrants. The item includes stop valve, protective hood, necessary fittings and valve of 25 mm diameter and all required to complete work according to technical conditions and specifications

Supply and installation of property connections complete with all accessories like saddles, valves, surface box with cover according to technical conditions and specifications (item do not include pipes to the property)

Supply and installation of water meters complete with all relevant items like fittings, valves etc according to technical conditions and specifications





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2.7.19 Water meter of 0.75 inches diameter No. 180.000

2.7.20 No. 50.000

2.7.21 No. 243.000

2.7.22Supply and installation of stepirons covered with plastic of 25 mm diameter

No. 25.000

2.7.23 No. 200.000

2.8 Isolating and Valve Chambers of all types

2.8.1

2.8.2 Reinforced concrete M3 400.0002.8.3 Reinforced concrete M3 120.000

2.9 Isolating Valve Chambers for the diameters

2.9.1 From diameter 300 mm to 500 mm LOT 3700.0002.9.2 From diameter 600 mm to 900 mm LOT 9540.0002.9.3 From diameter 1000 mm to 1200 mm LOT 13500.0002.10 Wash-out Chambers for the diameters

2.10.1 From diameter 300 mm to 500 mm LOT 7200.0002.10.2 From diameter 600 mm to 900 mm LOT 14200.000

Supply and installation of metal sheet boxes to house water meters with all relevant items complete with fastening according to technical conditions and specifications

Supply and installation of Heavy duty cover dia 600mm complete with frame in accordance with the specifications (BS EN 124)

Supply and installation of protective hoods for valves with surface boxes of cast iron for all the single buried valves and all required to complete work according to specifications, drawings and instructions of the Engineer

Supply and build isolating valve chambers, wash-out valve chambers, air valve chambers, and by-pass valve chambers with reinforced and lean concrete .Work include steel formwork, or timber shutering, reinforcing steel, internal support concrete, coating with bitumen and stepirons, heavy duty ductile iron cover , connections parts and fixation and all required according to the drawings and instructions of the Engineer

Supply and installation of fittings inside the Valve, air valve, wash-out chambers according to drawings for the following diameters:





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2.10.3 From diameter 1000 mm to 1200 mm LOT 21850.0002.11 Air Valve Chambers for pipelines diameters

2.11.1 200 mm diameter LOT 600.0002.11.2 From diameter 300 mm to 500 mm LOT 3500.0002.11.3 From diameter 600 mm to 900 mm LOT 11000.0002.11.4 From diameter 1000 mm to 1200 mm LOT 17200.000

2.11.5 M3 250.000

3.0

3.1 Pipes of 100 mm diameter L.M. 2.0003.2 Pipes of 150 mm diameter L.M. 3.0003.3 Pipes of 200 mm diameter L.M. 4.0003.4 Pipes of 300 mm diameter L.M. 5.9503.5 Pipes of 400 mm diameter L.M. 7.9003.6 Pipes of 500 mm diameter L.M. 9.8503.7 Pipes of 600 mm diameter L.M. 11.8003.8 Pipes of 700 mm diameter L.M. 13.7503.9 Pipes of 800 mm diameter L.M. 15.7003.1 Pipes of 900 mm diameter L.M. 17.6503.11 Pipes of 1000 mm diameter L.M. 19.6003.12 Pipes of 1200 mm diameter L.M. 23.5004.0 Pipes Bedding & Surround

4.1 Bedding& surround for pipes dia. 25 mm to 70 mm

4.1.1 Sand Bed & Surround L.M. 10.0004.1.2 Granular Bed & Surround L.M. 13.0004.1.3 Concrete Surround L.M. 30.0004.2 Bedding& surround for pipes dia. 80 mm to 200 mm

Supply and place bases and thrust blocks for the pipes at bends of mass concrete the item includes timber shuttering and all that is necessary for the completion of work according to the technical specifications and drawings

Wraping Ductile Iron pipes with bitumen adhesive tape of polyethylene with overlap of 25 mm (tape wrap) according to technical conditions and specifications for:





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4.4.1 Sand Bed & Surround L.M. 31.6004.4.2 Granular Bed & Surround L.M. 39.6004.4.3 Concrete Surround L.M. 117.6004.4.4 Reinforced concrete slab 250 mm thick L.M. 112.5004.5 Bedding& surround for pipes dia. 1000 mm to 1200 mm

4.5.1 Sand Bed & Surround L.M. 34.8004.5.2 Granular Bed & Surround L.M. 46.8004.5.3 Concrete Surround L.M. 169.2004.5.4 Reinforced concrete slab 250 mm thick L.M. 135.0005.0 Testing, Washing, and Sterilization

5.1

5.1.1 Pipes of 25 mm diameter L.M. 2.0005.1.2 Pipes of 32 mm diameter L.M. 2.0005.1.3 Pipes of 50 mm diameter L.M. 2.0005.1.4 Pipes of 63 mm diameter L.M. 2.0005.1.5 Pipes of 80 mm diameter L.M. 3.6005.1.6 Pipes of 100 mm diameter L.M. 4.0005.1.7 Pipes of 150 mm diameter L.M. 5.0005.1.8 Pipes of 200 mm diameter L.M. 7.0005.1.9 Pipes of 250 mm diameter L.M. 7.5005.1.10 Pipes of 300 mm diameter L.M. 8.000

Perform tests, washing, and sterilization for pipelines according to technical conditions and specifications





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5.1.11 Pipes of 350 mm diameter L.M. 9.0005.1.12 Pipes of 400 mm diameter L.M. 10.0005.1.13 Pipes of 450 mm diameter L.M. 11.5005.1.14 Pipes of 500 mm diameter L.M. 12.7505.1.15 Pipes of 600 mm diameter L.M. 14.0005.1.16 Pipes of 700 mm diameter L.M. 15.0005.1.17 Pipes of 800 mm diameter L.M. 16.0005.1.18 Pipes of 900 mm diameter L.M. 17.0005.1.19 Pipes of 1000 mm diameter L.M. 19.0005.1.20 Pipes of 1100 mm diameter L.M. 21.0005.1.21 Pipes of 1200 mm diameter L.M. 23.0006.0 Asphalt Reinstatment

6.1 Reinstatment of trench surfaces according to the conditions

6.1.1 Lay and compact Sub-base layer of 100 mm thickness M2 3.750

6.1.2 M2 13.000

6.1.3 M2 8.000

6.1.4 M2 1.750

6.1.5 M2 13.750

6.1.6 M2 1.500

6.1.7 M2 11.250

Supply and lay granular road-base layer of 200 mm thickness according to the technical specifications and the required gradations including compaction

Supply and make layer of granular foundation requirement for the lateral passages for pedestrians of 100 mm thickness after bonding

Supply and spray liquid bitumen layer MC70 average of 1.5 kg per square meter according to technical specifications

Supply and lay asphalt Binder layer to the required gradations in the specifications by using asphalt 70/60 with the percentages stated and thickness 60 mm compacted complete according to specifications

Supply and spray liquid bitumen layer RC250 average of 0.5kg/m2 according to technical specifications

Supply and lay asphalt wearing coarse layer to the required gradations in the specifications by using asphalt 70/60 with the percentages stated and thickness 40 mm compacted complete according to specifications

HOUSING AND INFRASTRUCTURE EXECUTIVE BOARD




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ELECTRICAL AND LIGHTING WORKS

1.0 EXCAVATION WORKS

1.1 L.M. 25.000

1.2 L.M. 30.000

1.3 M2 18.000

1.4 M2 18.500

1.5 Dismantling and reinstallation of meshed slabs . M2 12.000

1.6 M2 36.400

1.7

1.7.1 dia 100 mm uPVC pipe L.M. 8.0001.7.2 dia 150 mm uPVC pipe L.M. 12.000

Item No.

UNIT PRICE

Excavation of a trench in ordinary soil for cable laying of a 600 mm width x 600 mm depth to extend the low voltage cables, supply and spread of sand in two layers of 100 mm each, below and over the cables, laying of precast concrete protection slabs type C15 with dimensions 500x250x50 mm, then refilling the trench with approved refilling materials. Firstly putting a layer with thickness 150 mm with compaction, putting there on a warning tape for the existence of cables, then final refilling of the trench in compacted layers with thickness 150 mm, according to the following

Ditto (1.1), but excavation of a 800 mm width x 800 mm depth trench for 11 KV cable laying .

Breaking and restoring the sidewalks paved with concrete C15 as per the technical specifications.

Breaking and restoring the sidewalks paved with slabs 250x250x25 mm as per the technical specifications.

Cutting the road and restoring the paving layers to their original state according to the technical specifications and instructions of the supervising engineer

Supply and installation of uPVC pipes for the cables road crossings including the relevant connecting joints as per the technical specifications.





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UNIT PRICE

1.8 Road crossings pipes covering with plain concrete class C15 M3 200.000

1.9 No. 125.000

1.10 Ditto (1.9), but for 4 m height lighting column . No. 129.0001.11 Ditto (1.9), but for 5 m height lighting column . No. 133.0001.12 Ditto (1.9), but for 6 m height lighting column . No. 137.0001.13 Ditto (1.9), but for 7 m height lighting column . No. 145.0001.14 Ditto (1.9), but for 8 m height lighting column . No. 160.0001.15 Ditto (1.9), but for 9 m height lighting column . No. 180.0001.16 Ditto (1.9), but for 10 m height lighting column . No. 200.0001.17 Ditto (1.9), but for 12 m height lighting column . No. 200.000

1.18 No. 500.000


M3 15.000

1.20 M3 20.000


M3 30.000

1.22 Extra allowance for excavation in soil submerged under water. M3 25.000

2.0

Excavation for the lighting column base of height of 3 meters, in ordinary or sandy soil, with the installation of a precast concrete base class C20 according to technical specifications, the works C/W columns fixing bolts .

Excavation and making an electric manhole of dim's 750 x 750 x 900 mm C/W heavy duty cast iron cover and internal plastering .


ELECTRIC CABLE WORKS FOR POWER SUPPLY AND STREET LIGHTING

B24

faiz: ROCK EXTRA CHANGED TO INCLUDE FOR DIFFERENT TYPES OF ROCK





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UNIT PRICE

2.1

2.1.1 3 x 120 mm² L.M. 115.000 *

2.1.2 3 x 150 mm² L.M. 128.000 *

2.1.3 3 x 185 mm² L.M. 136.000 *

2.1.4 3 x 240 mm² L.M. 159.000 *

2.1.5 3 x 300 mm² L.M. 194.000

2.1.6 No. 868.000

2.1.7 Ditto ( 2.1.6 ), but for 300 mm² ( HV ) cable . No. 1,000.000

2.1.8 No. 780.000

2.1.9 Ditto ( 2.1.8 ), but for 300 mm² ( HV ) cable . No. 920.000

2.2

2.2.1 3.5 x 300 mm² L.M. 215.0002.2.2 3.5 x 240 mm² L.M. 172.5002.2.3 3.5 x 185 mm² L.M. 163.8002.2.4 3.5 x 150 mm² L.M. 132.5002.2.5 3.5 x 120 mm² L.M. 116.0002.2.6 3.5 x 95 mm² L.M. 97.5002.2.7 3.5 x 70 mm² L.M. 79.5002.2.8 3.5 x 50 mm² L.M. 57.200

Supply, installation and testing of a high voltage ( 11 KV ) power cables of copper conductors, XLPE insulated, 8.7/15 KV insulation, and for the following cross sections :-

Supply and installation of 11 KV ( HV ) cables joints ( dry type ) for cables sections up to 240 mm² .

Supply and installation of indoor or outdoor type, 11 KV cable termination kit ( dry type ) for cables sections up to 240 mm² .

Supply, installation and testing of PVC/SWA/ PVC or XLPE/SWA/PVC copper insulated low voltage power supply cables 600/1000 V insulation, C/W cables termination lugs, connections and their routs shall be according to project technical drawings and for the following cross sections :-





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UNIT PRICE

2.2.9 3.5 x 35 mm² L.M. 47.3002.2.10 4 x 25 mm² L.M. 29.1502.2.11 4x 16 mm² L.M. 23.1002.2.12 4 x 10 mm² L.M. 19.8002.2.13 1 x 400 mm² L.M. 88.9002.2.14 1 x 300 mm² L.M. 73.7002.2.15 1 x 240 mm² L.M. 51.7002.2.16 1 x 185 mm² L.M. 41.8002.2.17 1 x 150 mm² L.M. 33.0002.2.18 1 x 120 mm² L.M. 27.5002.2.19 1 x 95 mm² L.M. 25.3002.2.20 1 x 70 mm² L.M. 16.500

2.3

2.3.1 3.5 x 300 mm² L.M. 195.8002.3.2 3.5 x 240 mm² L.M. 161.7002.3.3 3.5 x 185 mm² L.M. 149.6002.3.4 3.5 x 150 mm² L.M. 113.3002.3.5 3.5 x 120 mm² L.M. 96.8002.3.6 3.5 x 95 mm² L.M. 68.2002.3.7 3.5 x 70 mm² L.M. 61.6002.3.8 3.5 x 50 mm² L.M. 45.1002.3.9 3.5 x 35 mm² L.M. 37.4002.3.10 4 x 25 mm² L.M. 30.8002.3.11 4x 16 mm² L.M. 23.100

Supply, installation and testing of PVC/ PVC or XLPE/PVC copper insulated low voltage power supply cables 600/1000 V insulation, C/W cables termination lugs, connections and their routs shall be as per external works technical drawings and for the following cross sections :-





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UNIT PRICE

2.3.12 4 x 10 mm² L.M. 20.9002.3.13 1 x 400 mm² L.M. 68.2002.3.14 1 x 300 mm² L.M. 84.7002.3.15 1 x 240 mm² L.M. 67.1002.3.16 1 x 185 mm² L.M. 44.0002.3.17 1 x 150 mm² L.M. 27.5002.3.18 1 x 120 mm² L.M. 25.3002.3.19 1 x 95 mm² L.M. 22.5002.3.20 1 x 70 mm² L.M. 18.700

2.4

2.4.1 1 x 150 mm² L.M. 34.5002.4.2 1 x 120 mm² L.M. 22.5002.4.3 1 x 95 mm² L.M. 15.0002.4.4 1 x 70 mm² L.M. 12.5002.4.5 1 x 50 mm² L.M. 10.5002.4.6 1 x 35 mm² L.M. 7.5002.4.7 1 x 25 mm² L.M. 5.5002.4.8 1 x 16 mm² L.M. 3.5002.4.9 1 x 10 mm² L.M. 2.600

3.0 External lighting operation and control switchboards

3.1 No. 4,714.000

Supply and installation of bare copper conductor for earthing, and for the following cross sections :-

Supply and installation of 400/231 V , 3 ph, 4 wire, 50hz, free standing, galvanized metal clad, whether proof type ( IP65 ) , thickness of steel 2 mm, mounted on concrete base external lighting switchboard, C/W with all internal breakers, wirings and accessories and as per attached specifications, drawings and GECOL specifications and for four ( 4 ) lighting feeders .





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UNIT PRICE

3.2 Ditto ( 3.1 ), but supply and erection of six ( 6 ) lighting feeders . No. 5,230.0003.3 Ditto ( 3.1 ), but supply and erection of eight ( 8 ) lighting feeders . No. 6,700.000

4.0 Lighting columns and masts works

4.1

4.1.1 3 m height No. 330.0004.1.2 4 m height No. 416.0004.1.3 5 m height No. 416.0004.1.4 6 m height No. 416.0004.1.5 7 m height No. 436.0004.1.6 8 m height No. 462.0004.1.7 9 m height No. 488.0004.1.8 10 m height No. 612.0004.1.9 12 m height No. 754.000

4.2

4.2.1 0.5 m length single cross arm . No. 125.0004.2.2 0.5 m length double cross arm . No. 180.0004.2.3 1.0 m length single cross arm . No. 200.0004.2.4 1.0 m length double cross arm . No. 260.0004.2.5 2.0 m length single cross arm . No. 250.0004.2.6 2.0 m length double cross arm . No. 325.0004.2.7 2.5 m length single cross arm . No. 325.0004.2.8 2.5 m length double cross arm . No. 390.0004.2.9 2.0 m length triple cross arm . No. 425.000

Supply and installation of a lighting column octagonal type or conical cylindrical type made from a hot dip galvanized steel according to specification and for the following heights :-

Supply and installations of a cross arms for a hot dip galvanized steel lighting column stated above and as following :-





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UNIT PRICE

4.2.10 2.0 m length quadruple cross arm . No. 525.000

4.3

4.3.1 Ditto ( 4.3 ), but for one in cable only and one 10 Amps MCB . No. 40.000

4.3.2 Ditto ( 4.3 ), but for one in and one out cables and one 10 Amps MCB . No. 50.000

4.3.3 Ditto ( 4.3 ), but for one in cable and two 10 amp. MCB . No. 55.000

4.3.4Ditto ( 4.3 ), but for one in and one out cables and two 10 Amps MCB .

No. 60.000

4.3.5Ditto ( 4.3 ), but for one in and two out cables and one 10 Amps MCB .

No. 60.000

4.3.6Ditto ( 4.3 ), but for one in and two out cables and two 10 Amps MCB .

No. 65.000

4.3.7Ditto ( 4.3 ), but for one in and one out cables and three 10 Amps MCB .

No. 80.000

4.3.8Ditto ( 4.3 ), but for one in and one out cables and four 10 Amps MCB .

No. 90.000

4.4

4.4.1 125 w MBF lantern ( Mercury vapour ) No. 200.000

Supply and installation of service cut - out box equipped with terminals to receive in and out lighting circuits cables and provided by a circuits control breakers ( MCB's ) for controlling lanterns above the columns and this box shall be of a size suitable with the opening below the columns and C/W fixing and connecting tools inside the column base and as per attached spec. and for IP65 protection and as following :-

Supply and installation of a street lighting lantern C/W the lamp, pf correction capacitor and the starting coil, to be semi cut-off type and the works including the connection between the service cut-out box in the base of the column and the lanterns above it and as following :-





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UNIT PRICE

4.4.2 Ditto ( 4.4 ), but for 150 w MBF lantern ( Mercury vapour ) No. 250.0004.4.3 Ditto ( 4.4 ), but for 250 w MBF lantern ( Mercury vapour ) No. 275.0004.4.4 Ditto ( 4.4 ), but for 400 w MBF lantern ( Mercury vapour ) No. 350.0004.4.5 Ditto ( 4.4 ), but for 125 w SON lantern ( Sodium vapour ) No. 210.0004.4.6 Ditto ( 4.4 ), but for 150 w SON lantern ( Sodium vapour ) No. 275.0004.4.7 Ditto ( 4.4 ), but for 250 w SON lantern ( Sodium vapour ) No. 320.0004.4.8 Ditto ( 4.4 ), but for 400 w SON lantern ( Sodium vapour ) No. 460.000

4.5Supply & installation of a lighting lantern, gardens type ( POST TOP ) .

4.5.1 Ditto ( 4.5 ), but for 125 w MBF lantern ( Mercury vapour ) No. 176.0004.5.2 Ditto ( 4.5 ), but for 150 w MBF lantern ( Mercury vapour ) No. 205.0004.5.3 Ditto ( 4.5 ), but for 125 w SON lantern ( Sodium vapour ) No. 240.0004.5.4 Ditto ( 4.5 ), but for 150 w SON lantern ( Sodium vapour ) No. 290.000

4.6

4.6.1 16 m height No. 22,000.0004.6.2 Ditto, but 20 m height No. 30,000.0004.6.3 Ditto, but 30 m height No. 45,000.000

Supply and installation of a high mast lighting made from a galvanized steel C/W lanterns holding lifter, propelling equipment for the lifter, metallic lifting ropes, electric connection cables between the terminals at the mast base and the flood lighting units junction boxes at the mast top, the mast concrete fixing base and the terminals for the ground connections and the work shall include the excavation works and making the mast base and all connections and all work requirements as per the specifications .





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UNIT PRICE

4.7

4.7.1 For 400 w SON / T lantern ( Sodium vapour ) No. 650.0004.7.2 For 1000 w SON / T lantern ( Sodium vapour ) No. 1,500.000

5.0 Works of feeding with electricity

5.1

5.1.1 Building with 5 X 6 m No. 18,200.0005.1.2 Ditto, but building with 5 X 10 m No. 27,800.0005.1.3 Ditto, but building with 7 X 14 m No. 49,500.000

5.2

5.2.1 315 KVA power transformer . No. 12,800.0005.2.2 Ditto ( 5.2 ), but 500 KVA power transformer . No. 16,815.0005.2.3 Ditto ( 5.2 ), but 750 KVA power transformer . No. 17,125.0005.2.4 Ditto ( 5.2 ), but 850 KVA power transformer . No. 17,850.000

Supply and installation of flood lighting units suitable to be mounted on the masts holders stated above, The unit to be C/W the lamp, the power factor (pf) correction capacitors and the starting coil and the work shall include the connection of the flood unit on the MCB incorporated in the service cut - out box below the mast, for the following flood lighting units :-

Construction of a sub-station building, the execution of the building shall be as per the drawings and technical specifications and as per the instructions of GECOL and its requirements for the following dimensions :-

Supply, installation and testing of a power transformer 11/0.4/0.231 KV with a nominal reactance voltage of 5% , the works includes the transformer ( in - out ) cables terminations connections and the supply of the transformer shall be as per stipulations in the drawings and specifications of GECOL and as following :-





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UNIT PRICE

5.2.5 Ditto ( 5.2 ), but 1000 KVA power transformer . No. 22,800.000

5.2.6 Ditto ( 5.2 ), but 1250 KVA power transformer . No. 28,850.000 *

5.2.7 Ditto ( 5.2 ), but 1500 KVA power transformer . No. 28,860.000 *

5.3 No. 48,700.000

5.4 No. 57,990.000

5.5

5.5.1 For ten ( 10 ) out going feeders each 160 Amps. No. 26,200.0005.5.2 For ten ( 8 ) out going feeders each 800 Amps . No. 22,350.0005.5.3 For ten ( 6 ) out going feeders each 600 Amps . No. 19,100.000

Supply, installation and testing of a ring main unit ( RMU ) SF6 type, the unit contains two 11KV load break switch each 400 Amp. and one 11 KV power fuse 90 Amp for transformer connection and shall be as per stipulations in the drawings and specifications of GECOL

Ditto ( 5.3 ), but an extensible type RMU and contains two 11 KV load break switch, each 400 Amp and two 11 KV power fuse, each 90 Amp., for two transformer connection .

Supply and installation of a low tension switchboard ( LTS ) made of thick and hot galvanized sheet steel C/W 1600 Amps bus-bars which is provided by a shield to preventing the access therein in the cases of ordinary operation and main incoming breaker rated 1600 Amp., type MCCB, CT's, VT's, measuring gauges, selector switches and out going power feeders ( 10 feeders ) MCCB type and all to be complying with the required current rates stated in technical drawings, this work includes the power cables termination connections of all incoming and out going feeders, with a degree of protection not less than IP65, the item includes any other complementing works not stated expressly to complete the work and as per stipulated drawings and GECOL specifications and as following :-





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UNIT PRICE

5.6

5.6.1 315 KVA power transformer . No. 59,500.0005.6.2 Ditto ( 5.6 ), but 500 KVA power transformer . No. 68,900.0005.6.3 Ditto ( 5.6 ), but 750 KVA power transformer . No. 77,980.0005.6.4 Ditto ( 5.6 ), but 850 KVA power transformer . No. 94,400.0005.6.5 Ditto ( 5.6 ), but 1000 KVA power transformer . No. 109,740.000

5.7 No. 4,530.000

5.7.1 Ditto ( 5.7 ), but for six ( 6 ) out going feeders MCCB's . No. 5,410.000

Supply, installation and testing of a package substation, voltage of 11/0.4/0.231 KV, with a nominal reactance voltage of 5% , C/W power transformer, RMU and the low tension switchboard ( LTS ), the works includes the transformer ( in - out ) cables terminations connections and the supply of the package shall be as per stipulations in the drawings and specifications of GECOL and as following :-

Supply and installation of 400/231 V , 3 ph, 4 wire, 50hz, free standing, galvanized metal clad, whether proof type (IP65) , thickness of steel 2 mm, mounted on concrete base external distribution box ( Piller box ) , C/W with suitably rated bus bars, two ( 2 ) main incoming and out going feeders circuit breakers MCCB type each rated at 800 Amps and four ( 4 ) branch feeders circuit breakers, MCCB type each rated at 200 Amps and installed as per the place devoted to it and stated in the drawings and as per the stipulations in the technical drawings .





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UNIT PRICE

5.8 No. 780.000

5.8.1 Ditto ( 5.8 ), but for four ( 4 ) out going feeders MCB's . No. 860.000

5.9 No. 298,700.000

5.10 LM 18.000

Supply and installation of 400/231 V , 3 ph, 4 wire, 50hz, wall mounted, galvanized metal clad, whether proof type (IP65) , thickness of steel 2 mm external distribution box ( House distribution box ), to feed the houses and shops equipped with two ( 2) MCB , 3PH, 200 Amps each used as box incoming and out going feeders, bus-bars which is provided by a shield to preventing the access therein in the cases of ordinary operation, three( 3 ) MCB's, 3 ph, 63 Amps each used as out going feeders for houses . C/W with all materials and required connections and work requirements as per the drawings and the specifications of GECOL .

Supply and installation of 11 KV switching station, that contains five ( 5 ) cells used as an out going feeders, two ( 2 ) cells used as an incoming feeders and one ( 1 ) cell as a bus-coupler all of these cells are provided by 11 KV circuit breakers withdraw able type and protecting relays and the price shall include the installation works and the connection for the cells and regulating for the protection relays and tests and all required works .This switching station shall be supplied and installed as per the related technical specifications and as per the technical specifications applicable at the GECOL .

Supply, installation of galvanized pipes, Ф 2 inches, used to draw low voltage cables from / to the wall mounted houses feeding boxes, the works include the metallic wall fixtures .





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UNIT PRICE

5.11

5.11.1 1 x 70 mm² L.M. 28.0005.11.2 1 x 50 mm² L.M. 19.7505.11.3 1 x 35 mm² L.M. 12.0005.11.4 1 x 25 mm² L.M. 10.0005.11.5 1 x 16 mm² L.M. 8.0005.11.6 1 x 10 mm² L.M. 4.250

5.12 No. 55.000

5.12.1 No. 64.000

5.13 LS 450.000

Supply, installation and testing of a single core, wall mounted electric wires mounted on a low voltage insulators made from porcelain fixed onto a galvanized brackets suitable for this kind of installations . These electric wires are made from PVC insulated copper conductor, 600/1000 V . And the prices shall including the termination lugs and connections inside the house distribution box and for the following cross sections :-

Supply, installation of a low voltage insulators made from porcelain C/W fixing bolt .

Ditto ( 5.12 ), but a low voltage insulators ( D ) type C/W galvanized steel bracket and fixing bolts .

Making an earthing point not exceeding 1 Ω, and the work including excavation, earthing wire and testing and as per GECOL specifications .





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GROUND & ELEVATED WATER TANKS

1.0 Preliminary works

1.1 M3 10.00

1.2 M3 15.000

1.3 M3 20.000

1.4 M3 30.000

2.0 Ground water tank Works

2.1 M3 300.000

2.2

2.3 Base Slabs of the tank M3 500.0002.4 External walls of the tank M3 550.0002.5 For Columns M3 550.0002.6 Roof Slabs M3 500.000

2.7 M3 15.000

Item No.

UNIT PRICE

Excavation required for tank’s foundations in normal soil according to drawings and instructions of supervising engineer

Extra for excavation in very weak to weak rock (UCS 1.25 to 12.5 MN/m2)


Extra for excavation in strong to very strong rock(UCS 100 to 200 MN/m2)

supply and place lean concrete grade C20 by using sulphate resisting cement including formwork according to the specifications and drawings and instructions of supervising engineer

supply and place reinforced concrete grade C35 including high tensile reinforing steel (350 Newton / mm2) and formwork according to specifications, drawings and instructions of supervising engineer for the following works:

Backfilling with clean soils from excavated tanks foundations including watering and compaction according to specifications

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UNIT PRICE

2.8 M3 20.000

2.9 Transport surplus soils and wastes to the public dumps M3 10.000

2.10 M2 8.000

3.0 Works for upper water tanks till 10 meters height

3.1 M3 300.000

3.2

3.3 Mat foundations M3 500.0003.4 Columns M3 550.0003.5 Roof and ground beams M3 600.0003.6 Conical roofs M3 650.0003.7 Tank external walls M3 700.0003.8 Upper circular beams M3 750.0003.9 Upper roof slab M3 800.000

3.10 M3 15.000

3.11 M3 20.000


Backfilling with imported soils for the tank’s foundations including watering according to specifications

Supply and apply external Bitumin coating as tanking applied in two coats including primer coat









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UNIT PRICE

3.13 M2 15.000

3.14 M2 15.000

3.15 L.M. 90.000

3.16Supply and installation of water level gradation including all fittings

No.

3.17

3.18 Pipes of 150 mm L.M. 90.0003.19 Pipes of 200 mm L.M. 110.0003.20 Pipes of 300 mm L.M. 130.000

3.21

3.22 Elbow of 150 mm diameter (duck foot) L.M. 300.0003.23 Elbow of 200 mm diameter (duck foot) L.M. 350.0003.24 Elbow of 300 mm diameter (duck foot) L.M. 400.000

3.25

3.26 Valve of 150 mm diameter No. 800.0003.27 Valve of 200 mm diameter No. 1000.000

Supply and apply internal cement based coating as water proof applied in two coats including primer coat

Supply and apply external cement based coating as water proof applied in two coats including primer coat

Supply and install of Steel ladders including all necessary fixings according to the drawings and instructions of the supervising engineer

Supply, install and join Ductile Iron pipes K9 with flanged ends according to drawings and instructions of supervising engineer according to the following:

Supply, install and join ductile Iron fittings K9 according to drawings and instructions of supervising engineer according to the following:

Supply, install and join ductile Iron valves PN16 according to sample approved by the supervising engineer consistent with the British standards 5150 according to specifications and drawings





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UNIT PRICE

3.28 Valve of 300 mm diameter No. 1200.000

3.29 No. 2000.000

3.30 No. 2250.000

4.0 Works for upper water tanks till 25 meters height

4.1 M3 300.000

4.2

4.3 Mat foundations M3 500.0004.4 Columns M3 550.0004.5 Lower Circular Beams M3 600.0004.6 Lower roof slabs M3 650.0004.7 Lower and Upper level Circular Beams 700.0004.8 Tank External Wallls M3 750.000

Supply and build valve chambers in reinforced concrete grade C30 according to drawing including earthworks, formwork, concrete, reinforcing steel, coating with bitumen, internal ladders and heavy duty cover , backfilling and dispose of wastes. With internal dimension 200x300cm and depth 4 meter








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UNIT PRICE

4.9 Upper roof Circular Beams M3 800.0004.10 Upper Roof M3 850.0004.11 Spiral stairs M3 800.000

4.12 M3 10.000

4.13 M3 20.000


4.15 M2 15.000

4.16 M2 15.000

4.17

4.18 Pipes of 150 mm L.M. 90.0004.19 Pipes of 200 mm L.M. 110.0004.20 Pipes of 300 mm L.M. 130.000

4.21

4.22 Elbow of 150 mm diameter (duck foot) L.M. 300.0004.23 Elbow of 200 mm diameter (duck foot) L.M. 350.0004.24 Elbow of 300 mm diameter (duck foot) L.M. 400.000



Supply and apply internal cement based coating as water proof applied in two coats including primer coat

Supply and apply external cement based coating as water proof applied in two coats including primer coat

Supply, install and join Ductile Iron pipes K9 with flanged ends according to drawings and instructions of supervising engineer according to the following:

Supply, install and join ductile Iron fittings K9 according to drawings and instructions of supervising engineer according to the following:





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UNIT PRICE

4.25

4.26 Valve of 150 mm diameter No. 800.0004.27 Valve of 200 mm diameter No. 1000.0004.28 Valve of 300 mm diameter No. 1200.000

4.29 No. 2000.000

4.30 No. 2250.000

Supply, install and join ductile Iron valves PN16 according to sample approved by the supervising engineer consistent with the British standards 5150 according to specifications and drawings



HOUSING AND INFRASTRUCTRE EXECUTIVE BOARD




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Civil works for telephone communications network

1.0 Trench Works

1.1 Trench surface Works1.1.1 Break trench surface in an asphaltic road .L.M 8.5001.1.2 Break trench surface in an asphaltic road and reinstate .L.M 36.400

1.2 Trench Excavation

1.2.1

1.2.1.1 (700x500) mm .L.M 13.5001.2.1.2 (1150x500) mm .L.M 21.7501.2.1.3 (1300x500) mm .L.M 24.5001.2.1.4 (1450x500) mm .L.M 27.5001.2.1.5 (1600x500) mm .L.M 30.000

2.0 Supply and Installations Works

2.1

2.1.1 Dia. 50 mm (1) duct for secondary cables .L.M 9.0002.1.2 Dia. 100 mm (1) ducts for secondary cables .L.M 12.000

Item No.

UNIT PRICE

Excavating trenches in all types of soil except rock and backfilling with imported soil after installation of pipes ,the item includes laying down necessary warning tape and dispose of wastes to the public dumps and all that is necessary to complete work according to drawings and technical specifications, and according to the following dimensions:-

Supply and installation of (uPVC) pipes (services ducts type),with laying down layer of sand at the top and bottom of pipes with thickness 100 mm according to the drawings approved by the General Post Company and the item includes appropriate plastic rope to be left inside the pipes and all that is necessary to complete work according to drawing and technical specifications.





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UNIT PRICE

2.1.3 Dia. 100 mm (2) ducts for secondary cables .L.M 15.0002.1.4 Dia. 100 mm (3) ducts for primary cables .L.M 21.5002.1.5 Dia. 100 mm (4) ducts for primary cables .L.M 25.0002.1.6 Dia. 100 mm (5) ducts for primary cables .L.M 31.0002.1.7 Dia. 100 mm (6) ducts for primary cables .L.M 34.5002.1.8 Dia. 100 mm (8) ducts for primary cables .L.M 44.0002.1.9 Dia. 100 mm (2) ducts for primary + (1) duct for secondary cables .L.M 26.5002.1.10 Dia. 100 mm (2) ducts for primary + (2) ducts for secondary cables .L.M 30.5002.1.11 Dia. 100 mm (4) ducts for primary + (1) ducts for secondary cables .L.M 32.5002.1.12 Dia. 100 mm (4) ducts for primary + (2) ducts for secondary cables .L.M 36.0002.1.13 Dia. 100 mm (6) ducts for primary + (2) ducts for secondary cables .L.M 47.500

3.0 Allowances for excavation works

3.1 M3 21.000


M3 15.000

3.3 M3 20.000


M3 30.000

3.5 M3 200.000

4.0 Chambers works

Allowance for increase in the excavation dimensions over the dimensions stated (in all types of soils except rock), the item includes disposing of wastes to public dumps and leveling trench bottom and backfilling with imported soil on layers and all that is necessary to complete work according to technical specifications


Supply and place concrete class C15 surround to pipes including shutering and all that is necessary for the completion of work according to the specifications

D23

faiz: CORRECTED

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UNIT PRICE

4.1 Pattern (H.H.A)

.No 500.000

4.2 Pattern (H.H.B)

.No 750.000

4.3 Pattern (R1)

Supply and build rectangular handhole of reinforced concrete class C30 with internal dimensions (450x600x700 height) mm with wall thickness 150mm and bottom 150 mm, the item includes accessories inside the chamber, excavation, necessary reinforced steel and isolating layer from outside and cover complete with frame (heavy duty and water tight) and backfilling and dispose of wastes to public dumps and all that is necessary to complete work according to technical specifications

Supply and build rectangular handhole of reinforced concrete class C30 with internal dimensions (900x600x750 height) mm with wall thickness 150mm and bottom 150 mm, the item includes accessories inside the chamber, excavation, necessary reinforced steel and isolating layer from outside and cover complete with frame (heavy duty and water tight) and backfilling and dispose of wastes to public dumps and all that is necessary to complete work according to technical specifications





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UNIT PRICE

.No 4500.000

4.4 Pattern (R2)

.No 6500.000

4.2 Inspection Chambers with various dimensions

4.2.1 M3 15.000

4.2.2 M2 12.000

Supply and build rectangular manhole of reinforced concrete class C30 with internal dimensions (1.20x1.80x1.80 meter with wall thickness 250mm and bottom 250 mm but roof of reinforced concrete class C30 with thickness 250mm,the chamber is equipped with water collection pit at the bottom and the item includes accessories inside the chamber, excavation, ladders, necessary reinforced steel and isolating layer from outside and cover c/w frame (heavy duty and water tight) and backfilling and dispose of wastes to public dumps and all that is necessary to complete work according to technical specifications

Supply and build rectangular manhole of reinforced concrete class C30 with internal dimensions (1.22x3.05x1.80 meter with wall thickness 250mm and bottom 250 mm but roof of reinforced concrete class C30 with thickness 200mm ,the chamber is equipped with water collection pit at the bottom and the item includes accessories inside the chamber, excavation, ladders, necessary reinforced steel and isolating layer from outside and cover c/w frame (heavy duty and water tight) and backfilling and dispose of wastes to public dumps and all that is necessary to complete work according to technical specifications

Excavating for chambers’ foundations in all types of soils except rock according to the drawings and technical specifications

Supply and place ordinary concrete class C25 including shutering according to the drawings and technical specifications





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UNIT PRICE

4.2.3 M3 400.000

4.2.4 M3 400.000

4.2.5 M3 8.500

4.2.6 .No 850.000

4.2.7Extra for excavation in very weak to weak rock (UCS 1.25 to 12.5 MN/m2)

M3 15.000

4.2.8 M3 20.000

4.2.9Extra for excavation in strong to very strong rock(UCS 100 to 200 MN/m2)

M3 30.000

Supply and place reinforced concrete class C30 for chamber base and side walls and according to the drawings and technical specifications

Supply and place reinforced concrete class C30 for chamber’s roof slab according to the drawings and technical specifications

backfilling with imported soil and dispose of surplus soil and wastes to public dumps and all that is necessary to complete work according to the technical specifications Supply and installation of chamber’s accessories with complete cover with frame (heavy duty and water tight) and all that is necessary to complete work according to the technical specifications


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LANDSCAPING AND PLANTATION

1.0 Works for preparing soil and irrigation network

1.1 M3 15.000

1.2 M3 22.000

1.3 M3 10.000

1.4 M3 55.000

1.5 M2 5.000

1.6 M2 6.500

2.0 Tree Plantation works

2.1 No. 90.000

Item No.

UNIT PRICE

Remove and dispose of agricultural soil that contains old grass and tree wastes without constructional wastes

Remove and dispose of agricultural soil that contains constructional and building wastes

Supply, spread and distribute new agricultural soil required for preparing soil for agricultural works

Supply, spread and distribute and mix organic fertilizers with agricultural soil required for upgrading the soil fertility level according to rate of mixing

Supply and installation of irrigation water network requirement for vegetal groups according to maps and technical drawings and according to specifications without system of filter for water purification and without automatic fertilizer

Supply and installation of irrigation water network for irrigating vegetal groups for the garden according to technical specifications with water system and automatic fertilizer and a number (1) additional pump

Supply and plant various embellishment trees of ever green (5 years old) and height (3m) stem thickness (5cm) with good green and root groups, free from plagues and diseases provided to be of similar sizes





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UNIT PRICE

2.2 No. 40.000

2.3 No. 500.000

2.4 No. 90.000

3.0 Shrubs Plantation works

3.1 No. 40.000

3.2 No. 90.000

3.3 No. 8.000

3.4 No. 5.000

3.5 No. 3.000

Supply and plant various embellishment trees of falling leaves (5 years old) and height (5m) stem thickness (5cm)

Supply and plant various fruitful or embellishment palm trees of wooden stem of height (3m) and good root group free from plagues and diseases provided that unsuccessful trees be replaced

Supply and plant various embellishment palm or fruitful trees as small shoots, age (3 years) and has a good root and green group and free from plagues and diseases

Supply and plant flowering shrubs and non flowering and climbing shrubs of type of permanent green and age (3 years) and height (1.5 - 2.0) m for the standing types and size (0.5m3) for the horizontal growth types of good root and green groups and free from plagues and diseases

Supply and plant flowering shrubs and non flowering and climbing shrubs of type of falling leaves and age (3 years) and the horizontal growth types of good root and green and free from plagues and diseases

Supply and plant types of shrubs of age (one year) of permanent green of good root and green groups and free from plagues and diseases

Supply and plant shrubs age (one year) of falling leaves of good root and green groups and free from plagues and diseases

Supply and plant high edge shrubs (1-1.5m) age (one year) and of good root and green groups and free from plagues and diseases





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UNIT PRICE

4.0 Small Shrubs Plantation works

4.1 No. 2.000

4.2 No. 40.500

4.3 No. 4.500

5.0 Green Areas (Grass) Works

5.1 M2 8.000

5.2 Supply and plant grass of ready green surfaces type (P 10) M2 7.000

5.3Supply and plant grass of ready green surfaces type pasbilm (PN) ordinary

M2 6.000

5.4 Supply and plant grass of ready green surfaces type (Tif way) M2 4.000

5.5 M2 3.000

5.6 M2 2.500

5.7 M2 3.000

Supply and plant summer and winter flowering small shrubs free from plagues and diseases

Supply and plant types of summer and of permanent hybrid winter fowering small shrubs free from plagues and diseases

Supply and plant plants of various small shrubs used as plant fence of short height (20-30cm) of good root and green groups and free from plagues and diseases and planting a number of (5 plants / LM)

Supply and plant grass of ready green surfaces type (P 20 seashore) basbailam

Supply and plant grasses of ready green surfaces type Augustin – of thick leaves to be supplied planted in bags ready (to plant a number of (50 sets) in each square meter

Supply and plant grass of ready green surfaces by using seeds of type ( bermuda grass ) of ordinary product of previous year for plantation process with germination average of (85%)

Supply and plant grass of ready green surfaces by using seeds of type improved barmuda grass , peeled product of previous year for plantation process with germination average of (85%)

LIBYA HIB RATES

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