Internat International ional P roject Estima E stimating ting System S ystem
Bill of Quantities International Toll Road Project Estimate: 134 - Preliminary Capital Cost Budget Currency: AUD-Australia-Dollar Item
Description
Unit
Quantity
Rate
Amount
Utility Relocations
10.10.2.1 10.10.2.2
10.10.2:Electrical Relocations Relocation of Aerial lines Relocation of Underground Cable
EA EA
1.00 1.00
117,760.00 117,760.00
Section Total:
10.10.3.1 10.10.3.2
10.10.3: Cable TV Relocation Relocation of Main Line Relocation of Sub-lines
235,520.00
EA EA
1.00 1.00
11,780.00 11,780.00
Section Total:
10.10.4.1 10.10.4.2 10.10.4.3 10.10.4.4 10.10.4.5 10.10.4.6
10.10.4: Waterline Relocation Relocation of 14" Watermain Relocation of 8 " Waterline Relocation of 6 " Waterline Relocation of 4 " Waterline Relocation of 12" Waterline Relocation of 10" Waterline
EA EA EA EA EA EA
10.10.6: Irrigation Relocation Relocation of Irrigation Pipe 10" Relocation of Irrigation Pipe 10" Relocation of Irrigation Pipe 10" Relocation of Irrigation Pipe 10"
11,780.00 11,780.00 23,560.00
1.00 1.00 1.00 1.00 1.00 1.00
47,100.00 47,100.00 47,100.00 47,100.00 47,100.00 47,100.00
Section Total:
10.10.6.1 10.10.6.2 10.10.6.3 10.10.6.4
117,760.00 117,760.00
47,100.00 47,100.00 47,100.00 47,100.00 47,100.00 47,100.00 282,600.00
EA EA EA EA
1.00 1.00 1.00 1.00
23,550.00 23,550.00 23,550.00 23,550.00
Section Total:
23,550.00 23,550.00 23,550.00 23,550.00 94,200.00
10.10.7: Protection National Water Conduit 10.10.7.1 10.10.7.2 10.10.7.3
Protection Water Conduit 1 Protection Water Conduit 2 Protection Water Conduit 3
LM LM LM
215.00 165.00 65.00
236.00 236.00 236.00
50,740.00 38,940.00 15,340.00
Section Total:
105,020.00
Sub Total:
740,900.00
Site Preparation
20.10.10.01 20.10.10.02 20.10.10.03 20.10.10.04
Site Preparation: Milling Asphalt Dismantling Barrier Dismantaling of Existing Structures Asphalt Spray Subgrade
9/1/03 4:30:26 PM
SM LM LS SM
77,650.00 2,820.00 3.00 300,000.00
4.20 23.60 11,780.00 0.82
326,130.00 66,552.00 35,340.00 246,000.00
Page No 1 of 14
Item 20.10.10.07 20.10.10.08 20.10.10.09
Description Strip Topsoil to an avg. depth of 30 cm in Cut sections & 15 CM in Fill sections GPS Points every 300 m Additional Survey due to lack of ex. information
Unit CM EA LS
Quantity 255,380.00 70.00 1.00
Rate 2.40
Amount 612,912.00
471.00 235,510.00
32,970.00 235,510.00
Section Total:
20.10.10.10 20.10.10.11
Landscaping Preparation: Planting Shrubs
1,555,414.00
SM LS
50,000.00 1.00
4.70 29,440.00
Section Total:
20.10.10.12 20.10.10.13 20.10.10.14 20.10.10.15
Coordinate with Authorities Environmental Survey Police Traffic
264,440.00
LS Month LS LS
1.00 20.00 1.00 1.00
23,550.00 4,710.00 117,760.00 235,510.00
Section Total:
10.10.9.1 10.10.9.2 10.10.9.3 10.10.9.4 10.10.9.5 10.10.9.6
Connection to Electrical Utility Supply LDC-Light Distribution Cabinet - 80A Supply LDC-Light Distribution Cabinet - 200A Supply LDC-Light Distribution Cabinet - 250A Supply LDC-Light Distribution Cabinet - 315A Structure Light Connections S & I Electrical Power to Irrigation Equipment
20.10.20.1 20.10.20.2 20.10.20.3 20.10.20.4
Transplantation of Trees Trees to 15 cm DIA. Trees 15 to 25 cm DIA. Trees 25 to 40 cm DIA. Trees 45 and larger cm DIA.
LS LS LS EA LS LS
1.00 1.00 1.00 2.00 1.00 1.00
11,780.00 11,780.00 11,780.00 23,550.00 58,880.00 29,440.00
EA EA EA EA
350.00 350.00 350.00 150.00
942.00 1,060.00 1,180.00 1,770.00
9/1/03 4:30:26 PM
329,700.00 371,000.00 413,000.00 265,500.00
Section Total:
1,379,200.00
Sub Total:
3,840,834.00
Detours Pave Detours Temp. Safety Measures -Phase 1 Temp. Safty Measures -Phase 2 Temp. Safety Measures Phase 3
Paving Granular Subbase Granular Base Tack Coat Prime Coat Base Asphalt (13 cm depth)
11,780.00 11,780.00 11,780.00 47,100.00 58,880.00 29,440.00 170,760.00
LS LS LS LS
1.00 1.00 1.00 1.00
117,760.00 23,550.00 23,550.00 23,550.00
Section Total:
20.40.1 20.40.2 20.40.3 20.40.4 20.40.5
23,550.00 94,200.00 117,760.00 235,510.00 471,020.00
Section Total:
20.60.10.1 20.60.10.2 20.60.10.3 20.60.10.4
235,000.00 29,440.00
117,760.00 23,550.00 23,550.00 23,550.00 188,410.00
CM CM SM SM SM
130,420.00 107,441.00 968,552.00 579,016.00 426,185.00
34.90 39.80 0.26 0.68 21.50
4,551,658.00 4,276,151.80 251,823.52 393,730.88 9,162,977.50
Page No 2 of 14
Item 20.40.6 20.40.7
Description Wearing Asphalt (4 cm depth) Binder Asphalt (5 cm depth)
Unit SM SM
Quantity 548,350.00 610,420.00
Rate 7.80 8.50
Section Total:
Amount 4,277,130.00 5,188,570.00 28,102,041.70
Landscaping
20.60.30.1 20.60.30.2 20.60.30.3
20.60.30: Landscaping Maintenance Landscape Maintenance Connecting to water system in addition to connection in Iron I/C Water supply system inside blue line including busters water pipe system, valves
month X Dunam EA EA
41,600.00
5.70
237,120.00
1.00
47,100.00
47,100.00
1.00
235,510.00
235,510.00
Section Total:
20.60.80.1 20.60.80.2 20.60.80.3 20.60.80.4 20.60.80.5
20.60.80: Wall Finishes Simulated Stone Cladding (structural walls, landscape walls) Stone Facing on Agricultural Underpasses Architectural Shotcrete Terre Arme Integrated Stone Finish Natural Coping Stone
519,730.00
SM
7,000.00
54.20
379,400.00
SM SM SM LM
400.00 1,500.00 10,800.00 1,000.00
54.20 54.20 54.20 47.10
21,680.00 81,300.00 585,360.00 47,100.00
Section Total:
20.60.90.1
20.70.010 20.70.020 20.70.030 20.70.040 20.70.050 20.70.060 20.70.070 20.70.080 20.70.090 20.70.100 20.70.110 20.70.120
20.60.90: Landscape Walls LA - Landscape Walls
1,114,840.00
ls
1.00
706,530.00
706,530.00
Section Total:
706,530.00
Sub Total:
2,341,100.00
Illumination Lighting Poles Supply Cabinets Supply Fixture Supply Generator Supply Cables Supply Infrastructure Installation Footing Installation Cable Installation Pole Installation Luminaire Installation Cabinet Installation Other Electrical Installations
LS LS LS LS LS LS LS LS LS LS LS LS
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1,010,180.00 78,780.00 310,010.00 58,340.00 272,830.00 164,680.00 313,470.00 39,730.00 47,970.00 13,850.00 124,020.00 737,500.00
Section Total:
1,010,180.00 78,780.00 310,010.00 58,340.00 272,830.00 164,680.00 313,470.00 39,730.00 47,970.00 13,850.00 124,020.00 737,500.00 3,171,360.00
Fencing & Signs
20.80.10
20.80.10: Barrier Wall New Jersey Barrier
LM Section Total:
9/1/03 4:30:26 PM
1,932.00
148.00
285,936.00 285,936.00
Page No 3 of 14
Item
20.80.20.1 20.80.20.2 20.80.20.3 20.80.20.4 20.80.20.5 20.80.20.6 20.80.20.7
Description
Unit
20.80.20: Safety Accessories "W" Barrier Pole every 4m "W" Barrier Pole every 2m Double "W" Barrier "ABC" Quadguard Turndown Cats Eyes
LM LM LM EA EA EA EA
Quantity
Rate
Amount
35,939.00 1,112.00 14,650.00 83.00 3.00 2.00 220.00
37.70 63.60 73.00 5,300.00 31,790.00 2,120.00 31.80
Section Total:
20.80.201.1 20.80.201.2 20.80.201.3 20.80.201.4
20.80.201: Traffic Signs & Signage Regulatory Signage Curbstone 23/23/100 in Junction Curbstone 17/25/100 Gr. Mounted Signs (varies sizes c/w fdns)
3,041,579.50
EA LM LM EA
185.00 94.00 10,993.00 50.00
212.00 27.60 27.60 353.00
Section Total:
20.80.30.1 20.80.30.2 20.80.30.3 20.80.30.4 20.80.30.5 20.80.30.6 20.80.30.7
20.80.30: Marking & Painting Yellow Line (?-7) Rumble Strip Yellow Line White Line (?-4) Dashed Line (?-1) Single Arrow Painted Traffic Island Painted (Zebra) Painted Curb Stone
13,354.00 36,920.00 50,274.00 41,650.00 132.00 4,978.00 75.00
2.80 2.80 2.80 2.80 14.10 9.40 2.80
Section Total:
20.80.40.1 20.80.40.2
20.80.40.3
Phase III: Installation of Fencing Fabric & Animal Protection Apron (Completion of Fence)
39,220.00 2,594.40 303,406.80 17,650.00 362,871.20
LM LM LM LM EA SM LM
20.80.40: Fencing Phase I: Installation of Posts, Gates & Tension Wires (Start of Construction) Phase II: Repair of Posts, Gates & Tension Wires Damaged During Construction (Wear and Tear)
1,354,900.30 70,723.20 1,069,450.00 439,900.00 95,370.00 4,240.00 6,996.00
37,391.20 103,376.00 140,767.20 116,620.00 1,861.20 46,793.20 210.00 447,018.80
LM
32,000.00
35.30
1,129,600.00
LM
32,000.00
11.80
377,600.00
LM
32,000.00
70.70
2,262,400.00
Section Total:
3,769,600.00
Sub Total:
7,907,005.50
Bridges
30.10.1802.1 30.10.1802.2 30.10.1802.3 30.10.1802.4
30.10.18-02 Bridge 1: (Segmental) 1000 mm Caissons
VM
928.00
648.00
601,344.00
1200 mm Caissons
VM
634.00
890.00
564,260.00
Piers
VM
107.00
5,160.00
552,120.00
Bridge Structure
SM
9,500.00
1,380.00
13,110,000.00
9/1/03 4:30:26 PM
Page No 4 of 14
Item
Description
Unit
Quantity
Rate
Section Total:
Amount 14,827,724.00
30.10.18.04 Bridge 2: (Segmental) 30.10.18.04.1 1000 mm Caissons
VM
464.00
648.00
300,672.00
30.10.18.04.2 1200 mm Caissons
VM
1,092.00
890.00
971,880.00
30.10.18.04.3 Piers
VM
84.00
5,160.00
433,440.00
30.10.18.04.4 Bridge Structure
SM
6,536.00
1,380.00
9,019,680.00
Section Total:
30.10.1805.1 30.10.1805.2 30.10.1805.3 30.10.1805.4
10,725,672.00
30.10.18-05 Bridge 3. (Segmental) 1000 mm Caissons
VM
696.00
648.00
451,008.00
1200 mm Caissons
VM
512.00
890.00
455,680.00
Piers
VM
141.00
5,160.00
727,560.00
Bridge Structure
SM
8,213.00
1,380.00
11,333,940.00
Section Total:
30.10.1806.1 30.10.1806.2 30.10.1806.3 30.10.1806.4
12,968,188.00
30.10.18-06 Bridge 4: (Segment) 1000 mm Caissons
VM
804.00
648.00
520,992.00
1200 mm Caissons
VM
456.00
890.00
405,840.00
Piers
VM
61.00
5,160.00
314,760.00
Bridge Structure
SM
6,158.00
1,380.00
8,498,040.00
Section Total:
30.10.1807.1 30.10.1807.2 30.10.1807.3 30.10.1807.4
9,739,632.00
30.10.18-07 Bridge 5 Interchange (Girder) 1000 mm Caissons
VM
360.00
606.00
218,160.00
1200 mm Caissons
VM
400.00
890.00
356,000.00
Piers
VM
31.00
6,440.00
199,640.00
Bridge Structure
SM
1,533.00
1,470.00
2,253,510.00
Section Total:
30.10.1808.1
30.10.18-08 Bridge 6 Menashe Reservoir: (Girder) 1000 mm Caissons
9/1/03 4:30:26 PM
3,027,310.00
VM
2,242.00
606.00
1,358,652.00
Page No 5 of 14
Item 30.10.1808.2 30.10.1808.3
Piers
Description
Unit VM
Bridge Structure
SM
Quantity 24.00
Rate 6,440.00
Amount 154,560.00
2,750.00
1,470.00
4,042,500.00
Section Total:
30.10.1809.1 30.10.1809.2 30.10.1809.3 30.10.1809.4
5,555,712.00
30.10.18-09 Bridge 7 (Girder) 1000 mm Caissons
VM
650.00
606.00
393,900.00
1200 mm Caissons
VM
165.00
890.00
146,850.00
Piers
VM
12.00
6,440.00
77,280.00
Bridge Structure
SM
1,000.00
1,470.00
1,470,000.00
Section Total:
30.10.1810.1 30.10.1810.2
2,088,030.00
30.10.18-10 Bridge 8 (Girder) 1000 mm Caissons
VM
650.00
606.00
393,900.00
Bridge Structure
SM
790.00
1,470.00
1,161,300.00
Section Total:
30.10.1811.1 30.10.1811.2 30.10.1811.3 30.10.1811.4
1,555,200.00
30.10.18-11 Bridge 9 (Girder) 1000 mm Caissons
VM
334.00
606.00
202,404.00
1200 mm Caissons
VM
1,314.00
890.00
1,169,460.00
Piers
VM
31.00
6,440.00
199,640.00
Bridge Structure
SM
2,022.00
1,470.00
2,972,340.00
Section Total:
30.10.1812.1
30.10.18-12 Bridge 10 (Rigid) Bridge Structure
4,543,844.00
SM
560.00
2,700.00
Section Total:
30.10.1814.1 30.10.1814.2 30.10.1814.3 30.10.1814.4
1,512,000.00
1,512,000.00
30.10.18-14 Bridge 11 (Girder) 1000 mm Caissons
VM
822.00
606.00
498,132.00
1200 mm Caissons
VM
209.00
890.00
186,010.00
Piers
VM
26.00
6,440.00
167,440.00
Bridge Structure
SM
1,265.00
1,470.00
1,859,550.00
Section Total:
9/1/03 4:30:26 PM
2,711,132.00
Page No 6 of 14
Item
30.10.1815.1 30.10.1815.2 30.10.1815.3 30.10.1815.4
Description
Unit
Quantity
Rate
Amount
30.10.18-15 Bridge 12 (Girder) 1000 mm Caissons
VM
852.00
606.00
516,312.00
1200 mm Caissons
VM
216.00
890.00
192,240.00
Piers
VM
48.00
6,440.00
309,120.00
Bridge Structure
SM
1,310.00
1,470.00
1,925,700.00
Section Total:
30.10.1831.1 30.10.1831.2 30.10.1831.3 30.10.1831.4
2,943,372.00
30.10.18-31 Bridge 13 (Girder) 1000 mm Caissons
VM
1,586.00
606.00
961,116.00
1200 mm Caissons
VM
402.00
890.00
357,780.00
Piers
VM
58.00
6,440.00
373,520.00
Bridge Structure
SM
2,440.00
1,470.00
3,586,800.00
Section Total:
30.10.1832.1
30.10.18-32 Bridge 14 (Rigid) Bridge Structure
5,279,216.00
SM
1,050.00
2,700.00
Section Total:
30.10.1803.01 30.10.1803.02 30.10.1803.03 30.10.1803.04 30.10.1803.05 30.10.1803.06 30.10.1803.07 30.10.1803.08 30.10.1803.09 30.10.1803.10 30.10.1803.11 30.10.1803.12
2,835,000.00
2,835,000.00
30.10.18-03 Bridge 15 Temporary Erosion Protection
LS
1.00
5,890.00
5,890.00
Temporary Access Road/Crane Pads
LS
1.00
2,650.00
2,650.00
Unwatering Structures
LS
1.00
3,210.00
3,210.00
Earth Excavation for Structure
CM
6,510.00
22.50
146,475.00
Rock Excavation for Structure
CM
500.00
118.00
59,000.00
Structural Backfill
CM
15,640.00
27.70
433,228.00
Supply & Install Caissons
LM
1,456.00
744.00
1,083,264.00
Mass Concrete (Mudslab)
CM
76.00
146.00
11,096.00
Concrete in Footings
CM
1,185.00
241.00
285,585.00
Concrete in Substructure
CM
1,950.00
405.00
789,750.00
Concrete in Deck
CM
3,398.00
1,170.00
3,975,660.00
Concrete in Barrier Walls/Curb
LM
950.00
109.00
103,550.00
9/1/03 4:30:26 PM
Page No 7 of 14
Item 30.10.1803.13 30.10.1803.14 30.10.1803.15 30.10.1803.16 30.10.1803.17 30.10.1803.18 30.10.1803.19 30.10.1803.20 30.10.1803.21
Description Concrete in Approach Slab
Unit CM
Quantity 100.00
Rate 287.00
Amount 28,700.00
Concrete Reinforcing Rebar
Tonne
560.00
1,500.00
840,000.00
Post Tensioning
KG
360,000.00
4.70
1,692,000.00
Deck Joint Assemblies
LM
50.00
2,630.00
131,500.00
Bearings
EA
24.00
1,470.00
35,280.00
S & I Barrier Railing
LM
1,020.00
376.00
383,520.00
Embedded Work in Structure
LM
500.00
72.60
36,300.00
Bridge Deck Waterproofing
SM
5,885.00
27.20
160,072.00
Deck Drain System
EA
8.00
13,800.00
110,400.00
Section Total:
30.10.17-12
30.10.17-12 Bridge 16 (Girder) A17-12W - Ramp 65E-N/S over Eron Stream (Girder)
10,317,130.00
SM
87.00
4,510.00
Section Total:
30.10.1830.01 30.10.1830.02 30.10.1830.03 30.10.1830.04 30.10.1830.05 30.10.1830.06 30.10.1830.07 30.10.1830.08 30.10.1830.09 30.10.1830.10 30.10.1830.11 30.10.1830.12 30.10.1830.13 30.10.1830.14
392,370.00
392,370.00
30.10.18-30 Bridge 17 (Girder) Temporary Erosion Protection
LS
1.00
5,890.00
5,890.00
Temporary Access Road/Crane Pads
LS
1.00
2,650.00
2,650.00
Unwatering Structures
LS
1.00
3,210.00
3,210.00
Earth Excavation for Structure
CM
4,865.00
22.50
109,462.50
Rock Excavation for Structure
CM
1,000.00
58.90
58,900.00
Structural Backfill
CM
6,435.00
20.50
131,917.50
Supply & Install Caissons
LM
3,536.00
615.00
2,174,640.00
Mass Concrete (Mudslab)
CM
98.00
146.00
14,308.00
Concrete in Footings
CM
1,145.00
248.00
283,960.00
Concrete in Substructure
CM
1,025.00
557.00
570,925.00
Concrete in Deck
CM
1,405.00
622.00
873,910.00
Concrete in Barrier Walls/Curb
LM
813.00
80.30
65,283.90
Concrete in Approach Slab
CM
315.00
246.00
77,490.00
Concrete Reinforcing Rebar
Tonne
1,050.00
1,500.00
1,575,000.00
9/1/03 4:30:26 PM
Page No 8 of 14
Item 30.10.1830.15 30.10.1830.16 30.10.1830.17 30.10.1830.18 30.10.1830.19 30.10.1830.20 30.10.1830.21 30.10.1830.22
Description Fab,Del,Erect Precast Con. Box Girders
Unit EA
Quantity 60.00
Rate 67,490.00
Amount 4,049,400.00
Deck Joint Assemblies
LM
47.00
2,630.00
123,610.00
Bearings
EA
30.00
1,450.00
43,500.00
S & I Barrier Railing
LM
866.00
376.00
325,616.00
Embedded Work in Structure
LM
205.00
72.60
14,883.00
Bridge Deck Waterproofing
SM
4,695.00
27.20
127,704.00
Deck Drain System
LS
1.00
5,890.00
5,890.00
Plexiglas Sound Stop Barriers
LM
431.00
707.00
304,717.00
Section Total:
30.10.1801.1 30.10.1801.2 30.10.1801.3 30.10.1801.4
10,942,866.90
30.10.18-01 Bridge 18 1000 mm Caissons
VM
505.00
648.00
327,240.00
1200 mm Caissons
VM
426.00
890.00
379,140.00
Piers
VM
72.00
5,160.00
371,520.00
Bridge Structure
SM
5,262.00
1,380.00
7,261,560.00
Section Total:
8,339,460.00
Sub Total:
110,303,858.90
Drainage
20.50.01 20.50.02 20.50.03 20.50.04
Drainage S & I Pre-cast Concrete MH 100x120 cm. S&P Grate, S&P Con. Pipe, 80 cm. S&P Con. Pipe, 100 cm. Dia class 5 grade 175
Unit Unit LM LM
20.50.05 20.50.06 20.50.07
S&P Con. Pipe, 125 cm. Dia class 5 S&P Con. Pipe, 183 cm. Dia class 5 Construct Reinforced Concrete Outlets & Inlets,
LM LM CM
20.50.08 20.50.09 20.50.10 20.50.11
Spillways Spillway for Draining Water from Cut Berm Ancor Beam around Rip Rap (65*25 cm) S&P Rip Rap B-20 concrete embedded (including excavation) S&P "Geoweb" Sheets 40/10 filled with B-20 concrete placed on Geotextile 200 gr./m2 at inlet and/or outlet of culverts and drainage works S&P Boulders @ Streams, having a min. surface 0.6 sm & 0.4 m. thk., Stones (30 cm thickness)
20.50.12
20.50.13 20.50.14
9/1/03 4:30:26 PM
52.00 52.00 1,621.00 502.00
1,930.00 318.00 511.00 551.00
100,360.00 16,536.00 828,331.00 276,602.00
372.00 30.00 658.00
615.00 657.00 678.00
228,780.00 19,710.00 446,124.00
Unit Unit CM SM
130.00 27.00 2,437.00 31,196.00
1,060.00 1,060.00 636.00 84.80
137,800.00 28,620.00 1,549,932.00 2,645,420.80
SM
17,135.00
75.40
1,291,979.00
SM
17,500.00
75.40
1,319,500.00
SM
17,500.00
75.40
1,319,500.00
Page No 9 of 14
Item 20.50.15 20.50.16 20.50.17
Description S & P Geotextile (cloth weight of 200 gr./sm) Animal Passages S & P "Geoweb" Sheets 40/10 filled with earth
Unit SM SM SM
Quantity 17,500.00 2,070.00 17,790.00
Rate 3.20 254.00 42.40
Section Total:
20.60.20.1 20.60.20.2 20.60.20.3 20.60.20.4 20.60.20.5 20.60.20.6
30.20.18
Temp. Erosion Control Measures Temporary Diversion Ditches (m) Hay Bales (m) Siltation Fences (m) Inlet Protection (each) Clover Removal of Temporary Measures (l.s.)
Amount 56,000.00 525,780.00 754,296.00
11,545,270.80
LM LM LM EA ea LS
5.00 17.00 7.00 100.00 200.00 60,000.00
424.00 42.40 21.20 424.00 212.00 1.10
2,120.00 720.80 148.40 42,400.00 42,400.00 66,000.00
Section Total:
153,789.20
Sub Total:
11,699,060.00
Culverts Box Culverts
CM
2,339.00
777.00
Section Total:
1,817,403.00 1,817,403.00
Retaining Walls 30.30.18: Reinforced Earth Retaining Walls 30.30.18-01 30.30.18-06 30.30.18-10 30.30.18-18 30.30.18-24 30.30.18-28
Reinforced Earth Wall Reinforced Earth Wall Reinforced Earth Wall Reinforced Earth Wall Reinforced Earth Wall Reinforced Earth Wall
1 2 3 4 5 6
SM SM SM SM SM SM
766.00 1,126.00 1,336.00 3,932.00 680.00 2,852.00
738.00 911.00 902.00 934.00 958.00 907.00
Section Total:
565,308.00 1,025,786.00 1,205,072.00 3,672,488.00 651,440.00 2,586,764.00 9,706,858.00
30.30.181: Reinforced Concrete Retaining Walls 30.30.18-02 30.30.18-14 30.30.18-34 30.30.18-36
Reinforced Concrete Gravity Wall Reinforced Concrete Gravity Wall Reinforced Concrete Gravity Wall Reinforced Concrete Gravity Wall
1 2 3 4
SM SM SM SM
345.00 1,674.00 2,045.00 4,256.00
612.00 633.00 571.00 1,730.00
Section Total:
30.40.18
30.40.18: Concrete Drainage Channels Concrete Channels
211,140.00 1,059,642.00 1,167,695.00 7,362,880.00 9,801,357.00
CM
2,185.00
788.00
1,721,780.00
Section Total:
1,721,780.00
Sub Total:
21,229,995.00
Earthworks 20.90: Earthworks
9/1/03 4:30:26 PM
Page No 10 of 14
Item
20.90.01a 20.90.01b
Description
Unit
Excavation Earth & Rock Earth Excavation Rock Excavation
CM CM
Quantity
721,473.00 #########
Rate
Amount
10.40 13.90
Section Total:
20.90.03 20.90.04 20.90.05
20.90.06
Misc Road Items Extra over for Excavation for Drainage Ditches.
37,588,715.50
CM
36,175.00
14.10
510,067.50
Agricultural Roads 5 m width 30 cm depth of KM subbase including earthworks. Scarify & Compact Exist Ground where directed and SM as specified (at bottom of sub excavation).
24.40
52,980.00
1,292,712.00
#########
0.97
1,238,593.00
CM
50,000.00
9.40
470,000.00
CM SM
40,000.00 85,725.00
21.40 5.80
856,000.00 497,205.00
CM SM
10,542.00 12,000.00
23.60 294.00
248,791.20 3,528,000.00
SM
5,500.00
23.60
129,800.00
20.90.09 20.90.10
Excavate below Subgrade Level in Cut/Shallow Fill Areas, & Replace with same material ( Supply, Spread & Compact Capping Mat'l S & I HDPE / 1.0 mm/Bituminous Membrane as specified. Excavation for Box Culverts Rock Stabilization c/w Shotcrete & Rock Bolts
20.90.11
Steel Wire Mesh (Maccaferri), Incl. Bolts & Cables
20.90.07 20.90.08
Section Total:
20.90.02a 20.90.02b
20.60.40.1 20.60.40.2
Excavate Unsuitable/Excess Mat'l & Haul Waste Earth Waste Rock
8,771,168.70
CM CM
267,892.00 803,674.00
6.80 12.50
20.60.50.3 20.60.50.4 20.60.50.5
11,867,590.60
Sub Total:
58,227,474.80
20.60.40: Topsoil for Landscaping Soil Spread from Stockpile include haulage & CM spreading Soil Spread from Offsite including material, haulage CM & spreading
20.60.50: Preparation of Plant Pits Planting in Boulders/Rip Rap (Class 1 to 3) Planting in Boulders/Rip Rap (Class 4 & above) Tree Pits-Digging in Rock/Removal of Debris Tree Pits-Digging in Compacted Fill/Removal of Debris Tree Pits-Backfill with Suitable Material/Marking Pit
Section Total:
9/1/03 4:30:26 PM
1,821,665.60 10,045,925.00
Section Total:
103,250.00
9.40
970,550.00
396,750.00
22.40
8,887,200.00
Section Total:
20.60.50.1 20.60.50.2
7,503,319.20 30,085,396.30
9,857,750.00
EA EA
25.00 48.00
471.00 471.00
11,775.00 22,608.00
EA EA
75.00 75.00
471.00 471.00
35,325.00 35,325.00
EA
30.00
471.00
14,130.00
119,163.00
Page No 11 of 14
Item
Description
Unit
Quantity
Rate
Sub Total:
30.50.1 30.50.2
Overhead Structures Gantry Overhead Support Structures Cantilever Overhead Support Structures
LS LS
6.00 6.00
35,330.00 29,440.00
Section Total:
40.10
Tolling Electronic Tolling Cost
1.00
13,500,000.00
Section Total:
60.10.1
211,980.00 176,640.00 388,620.00
LS
Tunnels & Underpasses Underground Tunnel & Portals
Amount 68,204,387.80
13,500,000.00 13,500,000.00
M
405.00
42,180.00
Section Total:
17,082,900.00 17,082,900.00
Overhead Costs Assigned Subcontract Indirect Costs
91.10.00.1 91.10.00.2 91.10.00.3 91.20.00.1 91.20.00.2 91.30.00.1 91.30.00.2 91.30.00.3 91.30.00.4 91.30.00.5 91.30.00.6 91.40.00.1 91.50.00.1 91.60.00.1
Assigned Scope Overhead Earthworks Salaries & Benefits Employee Vehicles (7ea) Employee Expenses & Meals Tool & Supply Allowances Travel & Subsistence Buildings & Storage Office Expenses Telephone Expense Services & Utilities Hoisting & Handling Service Equipment Survey Layout Traffic Control Insurance
MO V-MO MO MO MO MO MO MO MO MO MO month sum LS
36.00 252.00 36.00 30.00 36.00 36.00 36.00 36.00 36.00 30.00 30.00 30.00 1.00 1.00
50,610.00 830.00 2,330.00 1,060.00 2,710.00 4,470.00 1,520.00 1,360.00 1,280.00 13,580.00 23,720.00 8,210.00 317,940.00 264,950.00
Section Total:
91.10.00.1 91.10.00.2 91.10.00.3 91.20.00.1 91.20.00.2 91.30.00.1 91.30.00.2 91.30.00.3 91.30.00.4 91.30.00.5 91.30.00.6 91.40.00.1 91.50.00.1 91.60.00.1
Assigned Scope Overhead Structures Salaries & Benefits Employee Vehicles (7ea) Employee Expenses & Meals Tool & Supply Allowances Travel & Subsistence Buildings & Storage Office Expenses Telephone Expense Services & Utilities Hoisting & Handling Service Equipment Survey Layout Traffic Control Insurance
9/1/03 4:30:26 PM
1,821,960.00 209,160.00 83,880.00 31,800.00 97,560.00 160,920.00 54,720.00 48,960.00 46,080.00 407,400.00 711,600.00 246,300.00 317,940.00 264,950.00 4,503,230.00
MO V-MO MO MO MO MO MO MO MO MO MO month sum LS
36.00 252.00 36.00 30.00 36.00 36.00 36.00 36.00 36.00 30.00 30.00 30.00 1.00 1.00
50,610.00 830.00 2,330.00 1,060.00 2,710.00 4,470.00 1,520.00 1,360.00 1,280.00 13,580.00 23,720.00 8,210.00 317,940.00 264,950.00
1,821,960.00 209,160.00 83,880.00 31,800.00 97,560.00 160,920.00 54,720.00 48,960.00 46,080.00 407,400.00 711,600.00 246,300.00 317,940.00 264,950.00
Page No 12 of 14
Item
Description
Unit
Quantity
Rate
Section Total:
91.10.00.1 91.10.00.2 91.10.00.3 91.20.00.1 91.20.00.2 91.30.00.1 91.30.00.2 91.30.00.3 91.30.00.4 91.30.00.5 91.30.00.6 91.40.00.1 91.50.00.1 91.60.00.1
Assigned Scope Overhead Paving Salaries & Benefits Employee Vehicles (7ea) Employee Expenses & Meals Tool & Supply Allowances Travel & Subsistence Buildings & Storage Office Expenses Telephone Expense Services & Utilities Hoisting & Handling Service Equipment Survey Layout Traffic Control Insurance
MO V-MO MO MO MO MO MO MO MO MO MO month sum LS
36.00 252.00 36.00 30.00 36.00 36.00 36.00 36.00 36.00 30.00 30.00 30.00 1.00 1.00
50,610.00 830.00 2,330.00 1,060.00 2,710.00 4,470.00 1,520.00 1,360.00 1,280.00 13,580.00 23,720.00 8,210.00 317,940.00 264,950.00
Amount 4,503,230.00
1,821,960.00 209,160.00 83,880.00 31,800.00 97,560.00 160,920.00 54,720.00 48,960.00 46,080.00 407,400.00 711,600.00 246,300.00 317,940.00 264,950.00
Section Total:
4,503,230.00
Sub Total:
13,509,690.00
Consortium Indirect Cost
94.10.00.1 94.10.00.2 94.10.00.3
CJV Management & Supervision Salaries Employee Vehicles (32 ea) Employee Expenses
MO V-MO MO
36.00 891.00 36.00
221,300.00 830.00 7,500.00
Section Total:
94.20.00.1 94.20.00.2
CJV Quality Control Lab Testing Services Quality Control Services
8,976,330.00
LS LS
1.00 1.00
744,210.00 966,530.00
Section Total:
94.30.00.1
CJV Survey Survey Control
94.40.10.1 94.40.10.2 94.40.10.3 94.40.10.4 94.40.10.5 94.40.20.1 94.40.20.2 94.40.20.3 94.40.30.1 94.40.30.2 94.40.30.3 94.40.40.1 94.40.40.2
9/1/03 4:30:26 PM
744,210.00 966,530.00 1,710,740.00
month
32.00
7,790.00
Section Total: CJV Expenses Buildings Office Expenses Telephone Expense Services & Utilities Project Signs Tool & Supply Allowances Safety Expenses Travel & Subsistence Monitoring Services Environmental Controls Archeological Controls Pay Duty Police for Traffic Control Armed Security along Right of Way
7,966,800.00 739,530.00 270,000.00
249,280.00 249,280.00
MO MO MO MO MO MO MO MO MO MO MO month months
36.00 36.00 36.00 36.00 36.00 36.00 1.00 36.00 1.00 36.00 1.00 6.00 36.00
7,330.00 23,110.00 8,690.00 10,800.00 540.00 32.70 4,710.00 16,750.00 254,350.00 2,940.00 211,960.00 19,430.00 10,010.00
263,880.00 831,960.00 312,840.00 388,800.00 19,440.00 1,177.20 4,710.00 603,000.00 254,350.00 105,840.00 211,960.00 116,580.00 360,360.00
Page No 13 of 14
Item 94.40.50.1 94.40.60.1 94.40.70.1 94.40.80.1 94.40.80.2 94.40.80.3 94.40.80.4 94.40.80.5
80.10.1
Description
Unit LS Yr LS LS LS LS LS LS
Public Relations Municipal Taxes Consulting Fees Insurance Bonding & Permits Proposal Cost Success Fee Management Fee
Rate 34,030.00 5,300.00 180,170.00 11,775,520.00 11,543,540.00 3,569,160.00 3,212,360.00 4,640,730.00
Amount 34,030.00 15,900.00 180,170.00 11,775,520.00 11,543,540.00 3,569,160.00 3,212,360.00 4,640,730.00
Section Total:
38,446,307.20
Sub Total:
49,382,657.20
Sub Total:
62,892,347.20
Design Design Cost
9/1/03 4:30:26 PM
Quantity 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00
LS
1.00
17,898,790.00
17,898,790.00
Section Total:
17,898,790.00
Grand Total:
371,309,013.10
Page No 14 of 14
