ST9302-CS 960304RADY & ASSOCIATES, INC.
OPINION OF PROBABLE CONSTRUCTION COSTS
Owner: CITY OF COPPELL
Project: SANDY LAKE ROAD and 36" WATERLINE
R&ANo.: 93021
Date: 04-Mar-96
Prepared By: DKK
Checked By: GDS
PART I - PAVING AND DRAINAGE SHEET 1 OF 6
Item No. ] Description I Quantity [ Unit I Unit Price I Total Price
I Mobilization 1 L.S. $120,000.00 $120,000.00
2 Remove Old Concrete (Walks, Drives, Street) 5,500 S.Y. $6.00 $33,000.00
3 ~,emove Old Concrete Curb and Gutter 2,325 L.F. $2.50 $5,812.50
4 Unclassified Street Excavation 72,800 C.Y. $6.00 $436,800.00
5 Remove Existing Inlets 6 EA $600.00 $3,600.00
6 Remove Existing Storm Drain Pipe (All Sizes) 3,020 L.F. $10.00 $30,200.00
7 Remove Existing Headwall 14 EA $500.00 $7,000.00
8 Remove Existing Storm Drain Manholes 5 EA $800.00 $4,000.00
9 Remove Existing Channel Drop Structure 1 L.S. $5,000.00 $5,000.00
10 6" Lime Treated Sub~'ade (DensitV Control) 75,850 S.Y. $2.00 $151,700.00
11 Hydrated Lime ~ 28 lbs./S.Y, go~: 1,062 TONS $92.00 $97,704.00
12 7" Concrete Pavement 70,550 S.Y. $19.00 $1,340,450.00
13 6" Concrete Curb 35,800 L.F. $1.75 $62,650.00
14 6" HMAC Transition Pavement 474 S.Y. $20.00 $9,480.00
~ 15 5" Concrete Sidewalk 12,000 S.Y. $27.00 $324,000.00
16 Concrete Alley 264 S.Y. $30.00 $7,920.00
17 Concrete Driveway 1,453 S.Y. $30.00 $43,590.00
18 HMAC Driveway 130 S.Y. $20.00 $2,600.00
19 Gravel Driveway 150 S.Y. $10.00 $1,500.00
20 18" Class III Reinforced Concrete Pipe 200 L.F. $34.00 $6,800.00
21 21" Class III Reinforced Concrete Pipe 2,686 L.F. $37.00 $99,382.00
22 24" Class Ill Reinforced Concrete Pipe 2,008 L.F. $42.00 $84,336.00
23 27" Class II1 Reinforced Concrete Pipe 1,704 L.F. $50.00 $85,200.00
24 30" Class III Reinforced Concrete Pipe 408 L.F. $55.00 $22,440.00
25 33" Class III Reinforced Concrete Pipe 300 L.F. $60.00 $18,000.00
26 36" Class III Reinforced Concrete Pipe 332 L.F. $65.00 $21,580.00
27 42" Class lit Reinforced Concrete Pipe 423 L.F. $75.00 $31,725.00
28 48" Class III Reinforced Concrete Pipe 871 L.F. $90.00 $78,390.00
29 54" Class III Reinforced Concrete Pipe 652 L.F. $104.00 $67,808.00
30 60" Class Ill Reinforced Concrete Pipe 1,687 L.F. $112.00 $188,944.00
31 66" Class III Reinforced Concrete Pipe 545 L.F. $128.00 $69,760.00
32 Recessed 6' Curb Inlet 13 EA $1,600.00 $20,800.00
33 ~,ecessed 10' Curb Inlet 28 EA $2,000.00 $56,000.00
L
P:\93021.00\93021wks\COST~COMPL.WK4 03/04/96
PART I - 'AVING AND DRAINAGE (Cont'd.) SHEET 2 OF 6
Item No. I Description ] Quantity I Unit ] Unit Price I Total Price
34 Recessed 14' Curb Inlet 8 EA $2,400.00 $19,200.00
35 Standard Drop Inlet 6 EA $1,600.00 $9,600.00
36 Standard 10' Curb Inlet 5 EA $2,000.00 $10,000.00
37 Standard 14' Curb Inlet 4 EA $2,400.00 $9,600.00
38 Standard Type A Storm Drain Manhole 3: EA $3,000.00 $9,000.00
39 Standard Type B Storm Drain Manhole 13 EA $3,600.00 $46,800.00
40 Standard 60 Deg. Storm Drain Manhole, Type 3 3 EA $4,300.00 $12,900.00
41 Standard 60 Deg. Storm Drain Manhole, Type 4 3 EA $4,600.00 $13,800.00
42 Type C Headwall I EA $1,500.00 $1,500.00
43 Connect to Existing Storm Drain Manholes 6 EA $1,100.00 $6,600.00
44 Connect to Existing Storm Drain Main 19 EA $900.00 $17,100.00
45 Storm Drain Trench Safet~ 11,816 L.F. $2.00 $23,632.00
46 Pavement Buttons & Marking I L.S. $85,000.00 $85,000.00
47 Adjust Exist. Sanitary Sewer MH to Grade 26 EA $450.00 $11,700.00
48 Adjust Existing Water Valve Box to Grade 11 EA $110.00 $1,210.00
49 Fence Removal & Replacement 1,500 L.F. $25.00 $37,500.00
50 Concrete Wall 1,025 L.F. $50.00 $51,250.00
51 Handrail 500 L.F. $25.00 $12,500.00
52 Unclassified channel excavation 600 CY $7.00 $4,200.00
53 Trapezoidal Concrete lined channel 5,500 SY $36.00 $198,000.00
54 Traffic Signal Installation - Heartz Drive I L.S. $65,000.00 $65,000.00
55 Traffic Signal Installation - Moore Road 1 L.S. $65,000.00 $65,000.00
56 Traffic Signal Installation - Samuel Blvd. 1 L.S. $50,000.00 $50,000.00
57 Traffic Conduit Installation - Mockingbird, Lodge I L.S. $14,000.00 $14,000.00
58 Tempora~ Roadway I L.S. $225,000.00 $225,000.00
SUBTOTAL
PART I = $4,538,263.50
P:\93021.00\93021wks\COST~COMPL.VVK4 '~ ~ 03/04/96
'ART II - WATER AND SEWER SHEET 3 OF
Item No. I Description I Quantity t Unit 4 Unit Price I Total Price I
59 30" PCCP Water Main 5,432 L.F. $75.00 $407,400.00
60 30" Gate Valve in Vault I EA $35,000.00 $35,000.00
61 Type 2 Air Valves for 30" Water Main 5 EA $3,000.00 $15,000.00
62 36" PCCP Water Main 10,500 L.F. $74.00 $777,000.00
63 PCCP Special Fittings I L.S. $45,000.00 $45,000.00
64 36" PCCP W. Main and 54" Steel Casing in Bore 200 L.F. $475.00 $95,000.00
65 16" PCCP Water Main 1,150 L.F. $50.00 $57,500.00
66 16" Class 250 Ductile Iron Pipe Water Main 2,200 L.F. $45.00 $99,000.00
67 12" DR- l 8 C-900 PVC Pipe 180 L.F. $26.00 $4,680.00
68 10" DR-18 C-900 PVC Pipe 110 L.F. $25.00 $2,750.00
69 8" DR-18 C-900 PVC Pipe 920 L.F. $22.00 $20,240.00
70 fi" DR-18 C-900 PVC Pipe 700 L.F. $18.00 $12,600.00
71 36" Gate Valve In Vault 2 EA $38,000.00 $76,000.00
72 16" M.J. Gate Valve In Vault 5 EA $16,500.00 $82,500.00
73 12" M.J. Gate Valve In Vault 4 EA $1,200.00 $4,800.00
74 10" M.J. Gate Valve In Vault 1 EA $900.00 $900.00
75 8" M.J. Gate Valve In Vault 17 EA $600.00 $10,200.00
76 6" M.J. Gate Valve In Vault 20 EA $400.00 $8,000.00
77 Fire Hydram 20 EA $1,100.00 $22,000.00
78 Salvage Existing Fire Hydrant 12 EA $400.00 $4,800.00
79 Connections to Existing Water Lines 24 EA $550.00 $13,200.00
80 Concrete Blocking 30 C.Y. $100.00 $3,000.00
81 M.J. Ductile Iron Fittings 19 TONS $3,250.00 $61,750.00
82 Comb. Air Release Valve (36" & 16" W.M.) 8 EA $3,000.00 $24,000.00
83 Concrete Encasemem for Water Main 70 L.F. $30.00 $2,100.00
84 1" Water Service Connection 18 EA $400.00 $7,200.00
85 2" Water Service Connection 8 EA $700.00 $5,600.00
86 Plug Existing Water Line 20 EA $400.00 $8,000.00
87 Water Main Trench Safet~ 16,588 L.F. $2.00 $33,176.00
88 6" SDR-35 PVC Sewer Pipe (6'-8' Depth) 175 L.F. $16.00 $2,800.00
89 6" SDR-35 PVC Sewer Pipe (8'-10' Depth) 260 L.F. $17.50 $4,550.00
90 8" SDR-35 PVC Sewer Pipe (6'-8' Depth) 500 L.F. $18.00 $9,000.00
91 8" SDR-35 PVC Sewer Pipe (8'-10' Depth) 615 L.F. $19.50 $11,992.50
92 8" SDR-35 PVC Sewer Pipe (10'-12' Depth) 750 L.F. $21.00 $15,750.00
93 8" SDR-35 PVC Sewer Pipe (12'-14' Depth) 290 L.F. $22.00 $6,380.00
94 Standard Sanitary Sewer Manhole (6' Depth) 12 EA $1,000.00 $12,000.00
95 S.S. Manhole with Drop Connection (6' Depth) I EA $1,400.00 $1,400.00
96 Extra Depth of Manhole (Over 6') 40 V.F. $86.00 $3,440.00
P:\93021.00\9302 lwks\COST~COMPL.VVK4 03/04~96
PART II - WATER AND SEWER (Cont'd.) SHEET 4 OF 6
Item No. I Description I Quantity { Unit I Unit Price I Total Price
97 Standard Sanitary Sewer Cleanout 1 EA $500.00 $500.00
98 Standard Sewer Service Connection 11 EA $800.00. $8,800.00
99 Connection to Existing Manhole 3 EA $400.00 $1,200.00
100 Plug Existing Sewer Main 14 EA $50.00 $700.00
101 Concrete Encasement for Sewer Main 70 L.F. $30.00 $2,100.00
102 Sanitary Sewer Trench Safety 2,590 L.F. $2.00 $5,180.00
SUBTOTAL PART II = $2,024,188.50
P:~93021.00~9302 lwks\COST~COMPL.VVK4 03/04/96
~NDSCAPING / IRRIGATION SHEET 5 OF 6
Item No. [ Description I Quantity I Unit [ Unit Price I Total Price
7AND Y L,4 KE ROAD IMPROVEMENT
Landscaping
103 Canopy Trees 475 EA $550.00 $261,250.00
104 Ornamental Trees 1685 EA $140.00 $235,900.00
105 Shrubs/Groundcovers 40000 SF $5.00 $200,000.00
Miscellaneous
106 Special Pavin~ ~.~ ,' ~ .... 27970 SF $5.00 $139,850.00
107 Lawn 250000 SF $0.09 $22,500.00
108 Bermin[~ Fill 3000 CY $6.00 $18,000.00
109 Bed Preparation 4165 CY $18.00 $74,970.00
110 Irrigation 320000 SF $0.45 $144,000.00
111 Satelite Controller 5 LS $3,000.00 $15,000.00
P:\93021.00\93021 wk s\C 0 STSC 0 M P L .VVK4 03104196
(
LANDSCAPING / IRRIGATION (cont'd.) SHEET 6 OF 6
em No. [ Description I Quanti,ty I Unit ] Unit Price I Total Price
CHANNEL IMPR O VEMENT AREA ~ -', 7
Hardscape ~ d
112 Demolition/Excavation 1 LS $20,000.00 $20,000.00
113 Native Stone Dry Stack Wall 370 LF $40.00 $14,800.00
114 Native Stone Channel Wall 1590 LF $190.00 $302,100.00
115 Spillway Wall 35 LF $950.00 $33,250.00
116 Access Ramp (Grasscrete) 750 SF $7.50 $5,625.00
117 Stone Veneer ~ Sidewall 1200 SF $25.00 $30,000.00
118 Stone Veneer ~ Headwall 700 SF $25.00 $17,500.00
119 Colored Concrete Bottom 1600 SF $7.50 $12,000.00
Trees
120 Bald Cypress 74 EA $500.00 $37,000.00
121 Red Bud 20 EA $300.00 $6,000.00
Shrubs
122 Red Cedar 150 EA $100.00 $15,000.00
Lawns/Groundcovers
123 Juniper Groudcover 100 EA $25.00 $2;500.00
124 Asian Jasmine 25500 EA $1.25 $31,875.00
125 Sodded Lawn 33500 SF $0.35 $11,725.00
Miscellaneous
126 Erosion Control Martin§ 5200 SF $3.00 $15,600.00
127 Irrigation 55500 SF $0.45 $24,975.00
128 Aeration Fountain 1 EA $8,000.00 $8,000.00
SUBTOTAL LANDSCAPING/IRRIGATION = $1,699,420.00
TOTAL + Contingencies (15 %) = $1,954,333.00
SUBTOTAL PART I = $4,538,263.50
SUBTOTAL PART II = $2,024,188.50
SUBTOTAL PARTS I and II = $6,562,452.00
Contingencies (15%) = $984,367.80
TOTAL PARTS I and H = $7,546,819.80
LANDSCAPING/IRRIGATION = $1,954,333.00
TOTAL PROJECTED CONSTRUCTION COST = $9~501,152.80
Basis for Cost Projection: ]
Final Design ~ I'9 o o c.~ ~
P:\93021.00\93021wks\COS~COMPL.WK4
RADY & A~SOCIATES, INC.
OPINION OF PROBABLE CONSTRUCTION COSTS
Owner: CITY OF COPPELL
Project: SANDY LAKE ROAD and 36" WATERLINE
R&ANo.: 93021
PART I - PAVING AND DRAINAGE
Date: 04-Mar-96
Prepared By: DKK
Checked By: GDS
SHEET 1 OF 6
Item No. Description Quantity Unit Unit Price Total Price
1 Mobilization 1 L.S. $120,000.00 $120,000.00
2 Remove Old Concrete (Walks, Drives, Street) 5,500 S.Y. $6.00 $33,000.00
3 Remove Old Concrete Curb and Gutter 2,325 L.F. $2.50 $5,812.50
4 Unclassified Street Excavation 72,800 C.Y. $6.00 $436,800.00
5 Remove Existing Inlets 6 EA $600.00 $3,600.00
6 Remove Existing Storm Drain Pipe (All Sizes) 3,020 L.F. $10.00 $30,200.00
7 Remove Existing Headwall 14 EA $500.00 $7,000.00
8 Remove Existing Storm Drain Manholes 5 EA $800.00 $4,000.00
9 Remove Existing Channel Drop Structure 1 L.S. $5,000.00 $5,000.00
10 6" Lime Treated Subgrade (Density Control) 75,850 S.Y. $2.00 $151,700.00
11 Hydrated Lime ~ 28 lbs./S.Y. ~o~/~ 1,062 TONS $92.00 $97,704.00
12 7" Concrete Pavement 70,550 S.Y. $19.00 $1,340,450.00
13 6" Concrete Curb 35,800 L.F. $1.75 $62,650.00
14 6" HMAC Transition Pavement 474 S.Y. $20.00 $9,480.00
15 5" Concrete Sidewalk 12,000 S.Y. $27.00 $324,000.00
16 Concrete Alley 264 S.Y. $30.00 $7,920.00
17 Concrete Driveway 1,453 S.Y. $30.00 $43,590.00
18 HMAC Driveway 130 S.Y. $20.00 $2,600.00
19 Gravel Driveway 150 S.Y. $10.00 $1,500.00
20 18" Class III Reinforced Concrete Pipe 200 L.F. $34.00 $6,800.00
21 21" Class III Reinforced Concrete Pipe 2,686 L.F. $37.00 $99,382.00
22 124" Class III Reinforced Concrete Pipe 2,008 L.F. $42.00 $84,336.00
23 27" Class III Reinforced Concrete Pipe 1,704 L.F. $50.00 $85,200.00
24 30" Class III Reinforced Concrete Pipe 408 L.F. $55.00 $22,440.00
25 33" Class III Reinforced Concrete Pipe 300 L.F. $60.00 $18,000.00
26 36" Class III Reinforced Concrete Pipe 332 L.F. $65.00 $21,580.00
27 42" Class III Reinforced Concrete Pipe 423 L.F. $75.00 $31,725.00
28 48" Class III Reinforced Concrete Pipe 871 L.F. $90.00 $78,390.00
29 54" Class III Reinforced Concrete Pipe 652 L.F. $104.00 $67,808.00
30 60" Class III Reinforced Concrete Pipe 1,687 L.F. $112.00 $188,944.00
31 66" Class III Reinforced Concrete Pipe 545 L.F. $128.00 $69,760.00
32 Recessed 6' Curb Inlet 13 EA $1,600.00 $20,800.00
33 Recessed 10' Curb Inlet 28 EA $2,000.00 $56,000.00
P :\93021.00\9302 lwks\CO S~CO M P L.WK4 03/04/96
PART I - PAVING AND DRAINAGE (Cont'd.) SHEET 2 OF 6
Item No. [ Description I Quantity [ Unit ] Unit Price I Total Price
34 Recessed 14' Curb Inlet 8 EA $2,400.00 $19,200.00
35 Standard Drop Inlet 6 EA $1,600.00 $9,600.00
36 Standard 10' Curb Inlet 5 EA $2,000.00 $10,000.00
37 Standard 14' Curb Inlet 4 EA $2,400.00 $9,600.00
38 Standard Type A Storm Drain Manhole 3 EA $3,000.00 $9,000.00
39 Standard Type B Storm Drain Manhole 13 EA $3,600.00 $46,800.00
40 Standard 60 Deg. Storm Drain Manhole, Type 3 3 EA $4,300.00 $12,900.00
41 Standard 60 Deg. Storm Drain Manhole, Type 4 3 EA $4,600.00 $13,800.00
42 Type C Headwall 1 EA $1,500.00 $1,500.00
43 Connect to Existing Storm Drain Manholes 6 EA $1,100.00 $6,600.00
44 Connect to Existing Storm Drain Main 19 EA $900.00 $17,100.00
45 Storm Drain Trench Safety 11,816 L.F. $2.00 $23,632.00
46 Pavement Buttons & Marking 1 L.S. $85,000.00 $85,000.00
47 Adjust Exist. Sanitary Sewer MH to Grade 26 EA $450.00 $11,700.00
48 Adjust Existing Water Valve Box to Grade 11 EA $110.00 $1,210.00
49 Fence Removal & Replacement 1,500 L.F. $25.00 $37,500.00
50 Concrete Wall 1,025 L.F. $50.00 $51,250.00
51 Handrail 500 L.F. $25.00 $12,500.00
52 'Unclassified channel excavation 600 CY $7.00 $4,200.00
53 Trapezoidal Concrete lined channel 5,500 SY $36.00 $198,000.00
54 Traffic Signal Installation - Heartz Drive 1 L.S. $65,000.00 $65,000.00
55 Traffic Signal Installation - Moore Road 1 L.S. $65,000.00 $65,000.00
56 Traffic Signal Installation - Samuel Blvd. 1 L.S. $50,000.00 $50,000.00
57 Traffic Conduit Installation - Mockingbird, Lodge 1 L.S. $14,000.00 $14,000.00
58 Temporary Roadway 1 L.S. $225,000.00 $225,000.00
SUBTOTAL PART I = $4,538,263.50
P:\93021.00\93021 wks\COS~COM PL.WK4
03/04/96
PART H WATER AND SEWER SHEET 3 OF 6
I Item No. [ Description ] Quantity [ Unit I Unit Price ] Total Price
59 30" PCCP Water Main 5,432 L.F. $75.00 $407,400.00
60 t0" Gate Valve in Vault 1 EA $35,000.00 $35,000.00
61 Type 2 Air Valves for 30" Water Main 5 EA $3,000.00 $15,000.00
62 36" PCCP Water Main 10,500 L.F. $74.00 $777,000.00
63 PCCP Special Fittings 1 L.S. $45,000.00 $45,000.00
64 36" PCCP W. Main and 54" Steel Casing in Bore 200 L.F. $475.00 $95,000.00
65 16" PCCP Water Main 1,150 L.F. $50.00 $57,500.00
66 16" Class 250 Ductile Iron Pipe Water Main 2,2001 L.F. $45.00 $99,000.00!
67 12" DR-18 C-900PVC Pipe 180 L.F. $26.00 $4,680.00'
68 10" DR-18 C-900 PVC Pipe 110 L.F. $25.00 $2,750.00
69 8" DR-18 C-900 PVC Pipe 920 L.F. $22.00 $20,240.00
70 6" DR-18 C-900 PVC Pipe 700 L.F. $18.00 $12,600.00
71 36" Gate Valve In Vault 2 EA $38,000.00 $76,000.00
72 16" M.J. Gate Valve In Vault 5 EA $16,500.00. $82,500.00
73 12" M.J. Gate Valve In Vault 4 EA $1,200.00! $4,800.00
74 10" M.J. Gate Valve In Vault 1 EA $900.00 $900.00
75 8" M.J. Gate Valve In Vault 17 EA $600.00 $10,200.00
76 6" M.J. Gate Valve In Vault 20 EA $400.00 $8,000.00
77 Fire Hydrant 20 EA $1,100.00 $22,000.00
78 Salvage Existing Fire Hydrant 12 EA $400.00 $4,800.00
79 Connections to Existing Water Lines 24 EA $550.00 $13,200.00
80 Concrete Blocking 30 C.Y. $100.00 $3,000.00
81 M.J. Ductile Iron Fittings 19 TONS $3,250.00 $61,750.00
82 Comb. Air Release Valve (36" & 16" W.M.) 8 EA $3,000.00 $24,000.00
83 Concrete Encasement for Water Main 70 L.F. $30.00 $2,100.00
84 1" Water Service Connection 18 EA $400.00 $7,200.00
85 2" Water Service Connection 8 EA $700.00 $5,600.00
86 Plug Existing Water Line 20 EA $400.00 $8,000.00
87 Water Main Trench Safety 16,588 L.F. $2.00 $33,176.00
88 6" SDR-35 PVC Sewer Pipe (6'-8' Depth) 175 L.F. $16.00 $2,800.00
89 i6" SDR-35 PVC Sewer Pipe (8'-10' Depth) 260 L.F. $17.50 $4,550.00
90 8" SDR-35 PVC Sewer Pipe (6'-8' Depth) 500 L.F. $18.00 $9,000.00
91 8" SDR-35 PVC Sewer Pipe (8'-10' Depth) 615 L.F. $19.50 $11,992.50
92 8" SDR-35 PVC Sewer Pipe (10'-12' Depth) 750 L.F. $21.00 $15,750.00
93 8" SDR-35 PVC Sewer Pipe (12'-14' Depth) 290 L.F. $22.00 $6,380.00
94 Standard Sanitary Sewer Manhole (6' Depth) 12 EA $1,000.00 $12,000.00
95 S.S. Manhole with Drop Connection (6' Depth) 1 EA $1,400.00 $1,400.00
96 Extra Depth of Manhole (Over 6') 40 V.F. $86.00 $3,440.00
P:\93021.00\93021 wks\C 0 s'rlc 0 M P L.WK4
03/04/96
l
PART II - WATER AND SEWER (Cont'd.) SHEET 4 OF 6
Item No. I Description Quantity Unit Unit Price Total Price
97 Standard Sanitary Sewer Cleanout 1 EA $500.00 $500.00
98 Standard Sewer Service Connection 11 EA $800.00 $8,800.00
99 Connection to Existing Manhole 3 EA $400.00 $1,200.00
100 Plug Existing Sewer Main 14 EA $50.00 $700.00
101 Concrete Encasement for Sewer Main 70 L.F. $30.00 $2,100.00
102 Sanitary Sewer Trench Safety 2,590 L.F. $2.00 $5,180.00
SUBTOTAL PART II -- $2,024,188.50
P:~93021.00\93021 wks\C 0S'15C0 M P L.WK4 03/04/96
LANDSCAPING / IRRIGATION SHEET 5 OF 6
Item No. I Description ] Quantity I Unit I Unit Price ] Total Price
SAND Y LAKE ROAD IMPROVEMENT
Landscaping
103 Canopy Trees 475 EA $550.00 $261,250.00
104 Ornamental Trees 1685 EA $140.00 $235,900.00
105 Shrubs/Groundcovers 40000 SF $5.00 $200,000.00
Miscellaneous
106 Special Paving 27970 SF $5.00 $139,850.00
107 .Lawn 250000 SF $0.09 $22,500.00
108 Berming Fill 3000 CY $6.00 $18,000.00
109 Bed Preparation 4165 CY $18.00 $74,970.00
110 Irrigation 320000 SF $0.45 $144,000.00
111 Satelite Controller 5 LS $3,000.00 $15,000.00
P:\93021.00\93021 wks\C O STSC O M P L.WK4 03/04/96
LANDSCAPING / IRRIGATION (cont'd.) SHEET 6 OF 6
I Item No. [ Description I Quantity [ Unit [ Unit Price I Total Price
CHANNEL IMPROVEMENT AREA
Hardscape
112 Demolition/Excavation 1 LS $20,000.00 $20,000.00
113 Native Stone Dry Stack Wall 370 LF $40.00 $14,800.00
114 Native Stone Channel Wall 1590 LF $190.00 $302,100.00
115 Spillway Wall 35 LF $950.00 $33,250.00
116 Access Ramp (Grasscrete) 750 SF $7.50 $5,625.00
117 Stone Veneer ~ Sidewall 1200 SF $25.00 $30,000.00
118 Stone Veneer ~ Headwall 700 SF $25.00 $17,500.00
119 Colored Concrete Bottom 1600 SF $7.50 $12,000.00
Trees
120 Bald Cypress 74 EA $500.00 $37,000.00
121 Red Bud 20 EA $300.00 $6,000.00
Shrubs
122 Red Cedar 150 EA $100.00 $15,000.00
Lawns/Groundcovers
123 Juniper Groudcover 100 EA $25.00' $2,500.00
124 Asian Jasmine 25500 EA $1.25 $31,875.00
125 Sodded Lawn 33500 SF $0.35 $11,725.00
Miscellaneous
126 Erosion Control Matting 5200 SF $3.00 $15,600.00
127 Irrigation 55500 SF $0.45 $24,975.00
128 Aeration Fountain 1 EA $8,000.00 $8,000.00
SUBTOTAL LANDSCAPING/IRRIGATION = $1,699,420.00
TOTAL + Contingencies (15 %) = $1,954,333.00
SUBTOTAL PART I = $4,538,263.50
SUBTOTAL PART II =
~SUBTOTAL PARTS I and II =
Contingencies (15%) =
TOTAL PARTS I and II =
LANDSCAPING/IRRIGATION =
$2,024,188.50
$6,562,452.00
$984,367.80
$7,546,819.80
$1,954,333.00
TOTAL PROJECTED CONSTRUCTION COST = $9,501,152.80
Basis for Cost Projection:
Final Design
P:\93021.00\9302 lwks\CO S~CO M P L.WK4 03/04/96