Agenda — Cudahy City Council, December 3, 2024 (part 4 of 7)

Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded Ends
6 18216-060
1424.09
18316-060
1580.38 1 0 612
SR Threaded Ends
6 18216-060SR
1464.37
18316-060SR
1620.63 1 0 612
Flanged Ends
6 18236-060
2242.47
18336-060
2600.11 1 0 612
True Union 2000 Industrial Vented/Bleach Ball Valves
Pressure Rating @ 73°F (23°C), Water
1/2" - 4" 235 psi
6" 150 psi
Flanged 150 psi
Same True Union 2000 Industrial Ball Valve with Special Ball Vent Design for Sodium Hypochlorite (Bleach) and other Chemical Applications where entrapped fluids may form caustic crystalline residues and pressure build up from gases developed. Valve has a 1/8" vent hole in ball to equalize internal fluid pressures. Install valve with ball vent on the pressure (upstream) side when in closed position.

All Valves assembled with Silicone-Free, Water Soluble Lubricant Contact Spears® for Pricing & Availability on Custom Elastomer Seals. See Ball Valve Accessories & Repair Kits Section for Additional Options and Features
PVC True Union 2000 Industrial Vented/Bleach Ball
Valves
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded & Socket Ends
1/2 1829V-005

58.45 1839V-005

65.06 1 18 600
3/4 1829V-007

69.17 1839V-007

76.94 1 18 600
1 1829V-010

82.39 1839V-010

91.75 1 12 600
1-1/4 1829V-012
113.97
1839V-012
145.45 1 8 600
1-1/2 1829V-015
137.25
1839V-015
152.38 1 8 600
2 1829V-020
181.12
1839V-020
199.46 1 4 600
Socket Ends
2-1/2 1822V-025
348.17
1832V-025
471.76 1 0 601
3 1822V-030
390.18
1832V-030
510.03 1 0 601
4 1822V-040
659.24
1832V-040
861.75 1 0 601
6 1822V-060
1675.42
1832V-060
1975.46 1 0 612
SR Threaded Ends
1/2 1821V-005SR

59.72 1831V-005SR

66.32 1 18 600
3/4 1821V-007SR

72.18 1831V-007SR

79.99 1 18 600
1 1821V-010SR

85.41 1831V-010SR

94.79 1 12 600
1-1/4 1821V-012SR
123.04
1831V-012SR
154.54 1 8 600
1-1/2 1821V-015SR
147.04
1831V-015SR
162.16 1 8 600
2 1821V-020SR
191.71
1831V-020SR
209.82 1 4 600
PVC True Union 2000 Industrial Vented/Bleach Ball
Valves (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
SR Threaded Ends
2-1/2 1821V-025SR
376.62
1831V-025SR
500.19 1 0 601
3 1821V-030SR
487.51
1831V-030SR
538.48 1 0 601
4 1821V-040SR
808.78
1831V-040SR
894.98 1 0 601
Flanged Ends
1/2 1823V-005

83.76 1833V-005

89.47 1 8 600
3/4 1823V-007
105.95
1833V-007
115.22 1 8 600
1 1823V-010
128.21
1833V-010
137.87 1 8 600
1-1/4 1823V-012
150.56
1833V-012
206.28 1 8 600
1-1/2 1823V-015
189.60
1833V-015
206.28 1 4 600
2 1823V-020
301.89
1833V-020
320.20 1 0 600
2-1/2 1823V-025
557.54
1833V-025
566.75 1 0 601
3 1823V-030
616.24
1833V-030
765.09 1 0 601
4 1823V-040
1239.06
1833V-040
1436.28 1 0 601
6 1823V-060
2638.22
1833V-060
3058.95 1 0 612
Made in the U.S.A. NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Page 230 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 200 of 235 Page 490 of 1219
Schedule 80 PVC Industrial Products & Accessories
True Union 2000 Industrial 3-Way Ball Valves
Pressure Rating @ 73°F (23°C), Water
Maximum Service Temperature
1/2" - 2" 235 psi
2-1/2" - 4" 150 psi
Flanged 150 psi
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
Vertical 3-Way or Horizontal Diverter Design
(No Branch Shut-off)
All Standard Carton Quantities are one
All Valves assembled with Silicone-Free,
Water Soluble Lubricant
See Ball Valve Accessories & Repair Kits Section
for Additional Options and Features
Ball Port Options
Ball port options viewed from top of valve
Horizontal Diverter Valve
Vertical 3-Way Valve
PVC Horizontal Diverter Ball Valves
Material EPDM FKM
Disc
Code
Joint Socket SR Thread Spigot Flanged Socket SR Thread Spigot Flanged Size Ball
Port
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
1/2
L-Port 5022L1-005
102.54
5021L1-005SR
105.85
5027L1-005
102.54
5023L1-005
209.43
5032L1-005
111.22
5031L1-005SR
116.24
5037L1-005
111.22
5033L1-005
218.79 615
T-Port 5022T1-005
102.54
5021T1-005SR
105.85
5027T1-005
102.54
5023T1-005
209.43
5032T1-005
111.22
5031T1-005SR
116.24
5037T1-005
111.22
5033T1-005
218.79 615
3/4
L-Port 5022L1-007
122.29
5021L1-007SR
126.36
5027L1-007
122.29
5023L1-007
219.13
5032L1-007
131.63
5031L1-007SR
135.73
5037L1-007
131.63
5033L1-007
231.24 615
T-Port 5022T1-007
122.29
5021T1-007SR
126.36
5027T1-007
122.29
5023T1-007
219.13
5032T1-007
131.63
5031T1-007SR
135.73
5037T1-007
131.63
5033T1-007
231.24 615
1 L-Port 5022L1-010
148.27
5021L1-010SR
152.26
5027L1-010
148.27
5023L1-010
312.32
5032L1-010
163.35
5031L1-010SR
167.40
5037L1-010
163.35
5033L1-010
341.42 615
T-Port 5022T1-010
148.27
5021T1-010SR
152.26
5027T1-010
148.27
5023T1-010
312.32
5032T1-010
163.35
5031T1-010SR
167.40
5037T1-010
163.35
5033T1-010
341.42 615
1-1/4
L-Port 5022L1-012
171.86
5021L1-012SR
179.63
5027L1-012
171.86
5023L1-012
590.69
5032L1-012
193.32
5031L1-012SR
201.44
5037L1-012
193.32
5033L1-012
625.67 615
T-Port 5022T1-012
171.86
5021T1-012SR
179.63
5027T1-012
171.86
5023T1-012
590.69
5032T1-012
193.32
5031T1-012SR
201.44
5037T1-012
193.32
5033T1-012
625.67 615
1-1/2
L-Port 5022L1-015
200.95
5021L1-015SR
213.94
5027L1-015
200.95
5023L1-015
608.53
5032L1-015
220.00
5031L1-015SR
232.98
5037L1-015
220.00
5033L1-015
636.42 615
T-Port 5022T1-015
200.95
5021T1-015SR
213.94
5027T1-015
200.95
5023T1-015
608.53
5032T1-015
220.00
5031T1-015SR
232.98
5037T1-015
220.00
5033T1-015
636.42 615
2 L-Port 5022L1-020
246.51
5021L1-020SR
259.48
5027L1-020
246.51
5023L1-020
790.23
5032L1-020
287.39
5031L1-020SR
301.48
5037L1-020
287.39
5033L1-020
829.91 615
T-Port 5022T1-020
246.51
5021T1-020SR
259.48
5027T1-020
246.51
5023T1-020
790.23
5032T1-020
287.39
5031T1-020SR
301.48
5037T1-020
287.39
5033T1-020
829.91 615
2-1/2
L-Port 5022L1-025
831.12
5021L1-025SR
867.49
5027L1-025
831.12
5023L1-025
1387.52
5032L1-025
883.79
5031L1-025SR
920.15
5037L1-025
883.79
5033L1-025
1626.02 615
T-Port 5022T1-025
831.12
5021T1-025SR
867.49
5027T1-025
831.12
5023T1-025
1387.52
5032T1-025
883.79
5031T1-025SR
920.15
5037T1-025
883.79
5033T1-025
1626.02 615
3 L-Port 5022L1-030
848.09
5021L1-030SR
886.21
5027L1-030
848.09
5023L1-030
1405.72
5032L1-030
897.64
5031L1-030SR
934.00
5037L1-030
897.64
5033L1-030
1633.48 615
T-Port 5022T1-030
848.09
5021T1-030SR
886.21
5027T1-030
848.09
5023T1-030
1405.72
5032T1-030
897.64
5031T1-030SR
934.00
5037T1-030
897.64
5033T1-030
1633.48 615
4 L-Port 5022L1-040
1535.97
5021L1-040SR
1577.56
5027L1-040
1535.97
5023L1-040
2042.29
5032L1-040
1553.29
5031L1-040SR
1594.87
5037L1-040
1553.29
5033L1-040
2232.33 615
T-Port 5022T1-040
1535.97
5021T1-040SR
1577.56
5027T1-040
1535.97
5023T1-040
2042.29
5032T1-040
1553.29
5031T1-040SR
1594.87
5037T1-040
1553.29
5033T1-040
2232.33 615

Page 231 ends

Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 201 of 235 Page 491 of 1219
Schedule 80 PVC Industrial Products & Accessories
True Union 2000 Industrial 3-Way Ball Valves
PVC Vertical 3-Way Ball Valves
Material EPDM FKM
Disc
Code
Joint Socket SR Thread Spigot Flanged Socket SR Thread Spigot Flanged Size Ball
Port
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
Part #
Price Each
1/2
L-Port 4722L1-005
102.03
4721L1-005SR
103.65
4727L1-005
102.03
4723L1-005
210.83
4732L1-005
110.51
4731L1-005SR
112.15
4737L1-005
110.51
4733L1-005
218.43 615
Double
L-Port
4722L2-005
203.20
4721L2-005SR
204.83
4727L2-005
203.20
4723L2-005
311.99
4732L2-005
211.68
4731L2-005SR
213.33
4737L2-005
211.68
4733L2-005
319.60 615
Triple
L-Port
4722L3-005
203.20
4721L3-005SR
204.83
4727L3-005
203.20
4723L3-005
311.99
4732L3-005
211.68
4731L3-005SR
213.33
4737L3-005
211.68
4733L3-005
319.60 615
T-Port 4722T1-005
102.03
4721T1-005SR
103.65
4727T1-005
102.03
4723T1-005
210.83
4732T1-005
110.51
4731T1-005SR
112.15
4737T1-005
110.51
4733T1-005
218.43 615
3/4
L-Port 4722L1-007
119.68
4721L1-007SR
123.78
4727L1-007
119.68
4723L1-007
221.38
4732L1-007
130.43
4731L1-007SR
134.49
4737L1-007
130.43
4733L1-007
230.74 615
Double
L-Port
4722L2-007
220.86
4721L2-007SR
224.92
4727L2-007
220.86
4723L2-007
322.56
4732L2-007
231.60
4731L2-007SR
235.66
4737L2-007
231.60
4733L2-007
331.89 615
Triple
L-Port
4722L3-007
220.86
4721L3-007SR
224.92
4727L3-007
220.86
4723L3-007
322.56
4732L3-007
231.60
4731L3-007SR
235.66
4737L3-007
231.60
4733L3-007
331.89 615
T-Port 4722T1-007
119.68
4721T1-007SR
123.78
4727T1-007
119.68
4723T1-007
221.38
4732T1-007
130.43
4731T1-007SR
134.49
4737T1-007
130.43
4733T1-007
230.74 615
1 L-Port 4722L1-010
145.49
4721L1-010SR
149.58
4727L1-010
145.49
4723L1-010
315.78
4732L1-010
161.98
4731L1-010SR
166.03
4737L1-010
161.98
4733L1-010
341.77 615
Double
L-Port
4722L2-010
246.69
4721L2-010SR
250.76
4727L2-010
246.69
4723L2-010
416.96
4732L2-010
263.12
4731L2-010SR
267.20
4737L2-010
263.12
4733L2-010
442.94 615
Triple
L-Port
4722L3-010
246.69
4721L3-010SR
250.76
4727L3-010
246.69
4723L3-010
416.96
4732L3-010
263.12
4731L3-010SR
267.20
4737L3-010
263.12
4733L3-010
442.94 615
T-Port 4722T1-010
145.49
4721T1-010SR
149.58
4727T1-010
145.49
4723T1-010
315.78
4732T1-010
161.98
4731T1-010SR
166.03
4737T1-010
161.98
4733T1-010
341.77 615
1-1/4
L-Port 4722L1-012
175.99
4721L1-012SR
184.15
4727L1-012
175.99
4723L1-012
595.20
4732L1-012
207.36
4731L1-012SR
215.49
4737L1-012
207.36
4733L1-012
629.48 615
Double
L-Port
4722L2-012
277.17
4721L2-012SR
285.31
4727L2-012
277.17
4723L2-012
696.36
4732L2-012
308.53
4731L2-012SR
316.65
4737L2-012
308.53
4733L2-012
730.66 615
Triple
L-Port
4722L3-012
277.17
4721L3-012SR
285.31
4727L3-012
277.17
4723L3-012
696.36
4732L3-012
308.53
4731L3-012SR
316.65
4737L3-012
308.53
4733L3-012
730.66 615
T-Port 4722T1-012
175.99
4721T1-012SR
184.15
4727T1-012
175.99
4723T1-012
595.20
4732T1-012
207.36
4731T1-012SR
215.49
4737T1-012
207.36
4733T1-012
629.48 615
1-1/2
L-Port 4722L1-015
203.52
4721L1-015SR
216.54
4727L1-015
203.52
4723L1-015
617.38
4732L1-015
223.11
4731L1-015SR
236.11
4737L1-015
223.11
4733L1-015
636.42 615
Double
L-Port
4722L2-015
304.71
4721L2-015SR
317.68
4727L2-015
304.71
4723L2-015
718.53
4732L2-015
324.26
4731L2-015SR
337.26
4737L2-015
324.26
4733L2-015
737.58 615
Triple
L-Port
4722L3-015
304.71
4721L3-015SR
317.68
4727L3-015
304.71
4723L3-015
718.53
4732L3-015
324.26
4731L3-015SR
337.26
4737L3-015
324.26
4733L3-015
737.58 615
T-Port 4722T1-015
203.52
4721T1-015SR
216.54
4727T1-015
203.52
4723T1-015
617.38
4732T1-015
223.11
4731T1-015SR
236.11
4737T1-015
223.11
4733T1-015
636.42 615
2 L-Port 4722L1-020
249.61
4721L1-020SR
263.73
4727L1-020
249.61
4723L1-020
795.60
4732L1-020
289.81
4731L1-020SR
303.92
4737L1-020
289.81
4733L1-020
830.80 615
Double
L-Port
4722L2-020
350.76
4721L2-020SR
364.91
4727L2-020
350.76
4723L2-020
896.78
4732L2-020
390.98
4731L2-020SR
405.07
4737L2-020
390.98
4733L2-020
931.93 615
Triple
L-Port
4722L3-020
350.76
4721L3-020SR
364.91
4727L3-020
350.76
4723L3-020
896.78
4732L3-020
390.98
4731L3-020SR
405.07
4737L3-020
390.98
4733L3-020
931.93 615
T-Port 4722T1-020
249.61
4721T1-020SR
263.73
4727T1-020
249.61
4723T1-020
795.60
4732T1-020
289.81
4731T1-020SR
303.92
4737T1-020
289.81
4733T1-020
830.80 615
2-1/2
L-Port 4722L1-025
877.91
4721L1-025SR
914.28
4727L1-025
877.91
4723L1-025
1393.58
4732L1-025
887.78
4731L1-025SR
924.17
4737L1-025
887.78
4733L1-025
1624.14 615
Double
L-Port
4722L2-025
979.05
4721L2-025SR
1015.43
4727L2-025
979.05
4723L2-025
1494.75
4732L2-025
988.94
4731L2-025SR
1025.31
4737L2-025
988.94
4733L2-025
1725.31 615
Triple
L-Port
4722L3-025
979.05
4721L3-025SR
1015.43
4727L3-025
979.05
4723L3-025
1494.75
4732L3-025
988.94
4731L3-025SR
1025.31
4737L3-025
988.94
4733L3-025
1725.31 615
T-Port 4722T1-025
877.91
4721T1-025SR
914.28
4727T1-025
877.91
4723T1-025
1393.58
4732T1-025
887.78
4731T1-025SR
924.17
4737T1-025
887.78
4733T1-025
1624.14 615
3 L-Port 4722L1-030
895.91
4721L1-030SR
932.28
4727L1-030
895.91
4723L1-030
1412.80
4732L1-030
903.87
4731L1-030SR
940.25
4737L1-030
903.87
4733L1-030
1634.89 615
Double
L-Port
4722L2-030
997.07
4721L2-030SR
1033.46
4727L2-030
997.07
4723L2-030
1513.98
4732L2-030
1005.05
4731L2-030SR
1041.41
4737L2-030
1005.05
4733L2-030
1736.04 615
Triple
L-Port
4722L3-030
997.07
4721L3-030SR
1033.46
4727L3-030
997.07
4723L3-030
1513.98
4732L3-030
1005.05
4731L3-030SR
1041.41
4737L3-030
1005.05
4733L3-030
1736.04 615
T-Port 4722T1-030
895.91
4721T1-030SR
932.28
4727T1-030
895.91
4723T1-030
1412.80
4732T1-030
903.87
4731T1-030SR
940.25
4737T1-030
903.87
4733T1-030
1634.89 615
4 L-Port 4722L1-040
1548.61
4721L1-040SR
1590.18
4727L1-040
1548.61
4723L1-040
2053.91
4732L1-040
1563.68
4731L1-040SR
1605.25
4737L1-040
1563.68
4733L1-040
2151.25 615
Double
L-Port
4722L2-040
1649.80
4721L2-040SR
1691.34
4727L2-040
1649.80
4723L2-040
2155.07
4732L2-040
1664.85
4731L2-040SR
1706.43
4737L2-040
1664.85
4733L2-040
2252.42 615
Triple
L-Port
4722L3-040
1649.80
4721L3-040SR
1691.34
4727L3-040
1649.80
4723L3-040
2155.07
4732L3-040
1664.85
4731L3-040SR
1706.43
4737L3-040
1664.85
4733L3-040
2252.42 615
T-Port 4722T1-040
1548.61
4721T1-040SR
1590.18
4727T1-040
1548.61
4723T1-040
2053.91
4732T1-040
1563.68
4731T1-040SR
1605.25
4737T1-040
1563.68
4733T1-040
2151.25 615
Made in the U.S.A. NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Page 232 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 202 of 235 Page 492 of 1219
Schedule 80 PVC Industrial Products & Accessories
Tee-Style "Zero Dead-Leg" Ball Valves
Valves are produced to order in Ball Valve sizes 1/2" - 2". Tee Valves can be custom produced in any standard Tee and Valve size combination.

Pressure Rating @ 73°F (23°C), Water
Valve Sizes 1/2" - 2" (20mm - 63mm) = 235 psi
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
Additional Notes
The Tee Valve is assembled with socket end connector. Tee Valves are a non-stock configuration.

All orders are non-cancelable, non-returnable.

PVC
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Mainline Socket Tee x Valve Socket
1/2 182901-005
163.19
183901-005
175.80 1 12 263
3/4 182901-007
178.35
183901-007
192.79 1 8 263
1 182901-010
181.71
183901-010
203.39 1 8 263
2 182901-020
301.16
183901-020
351.61 1 0 263
3/4X1/2 182901-101
165.91
183901-101
178.48 1 12 263
1X1/2 182901-130
171.36
183901-130
183.99 1 8 263
1X3/4 182901-131
181.71
183901-131
203.39 1 8 263
1-1/4X1/2 182901-166
180.55
183901-166
193.15 1 8 263
1-1/4X3/4 182901-167
185.06
183901-167
199.53 1 8 263
1-1/4X1 182901-168
197.72
183901-168
219.42 1 8 263
1-1/2X1/2 182901-209
180.55
183901-209
193.17 1 8 263
1-1/2X3/4 182901-210
185.06
183901-210
199.53 1 8 263
1-1/2X1 182901-211
197.72
183901-211
219.42 1 8 263
2X1/2 182901-247
233.48
183901-247
246.17 1 8 263
2X3/4 182901-248
240.39
183901-248
254.80 1 8 263
2X1 182901-249
250.64
183901-249
272.35 1 8 263
2X1-1/2 182901-251
309.25
183901-251
336.34 1 8 263
3X1/2 182901-333
238.23
183901-333
250.85 1 0 263
3X1 182901-335
255.26
183901-335
276.96 1 4 263
3X1-1/2 182901-337
292.86
183901-337
319.97 1 0 263
3X2 182901-338
318.44
183901-338
368.92 1 0 263
4X1 182901-417
295.06
183901-417
316.75 1 0 263
4X1-1/2 182901-419
332.68
183901-419
359.77 1 0 263
4X2 182901-420
392.35
183901-420
442.83 1 0 263
6X2 182901-528
461.26
183901-528
511.75 1 0 263
8X2 182901-578
703.81
183901-578
754.31 1 0 263
PVC Metric
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Mainline Socket Tee x Valve Socket
20 182901M-020
163.19
183901M-020
175.80 1 8 263
PVC Metric (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Mainline Socket Tee x Valve Socket
25 182901M-025
178.35
183901M-025
192.79 1 8 263
32 182901M-032
181.71
183901M-032
203.39 1 8 263
40 182901M-040
252.48
183901M-040
270.74 1 8 263
50 182901M-050
264.35
183901M-050
342.67 1 8 263
63 182901M-063
301.16
183901M-063
351.61 1 8 263

Page 233 ends

39.77 3639-005

44.23 1 18 608
3/4 3629-007

47.03 3639-007

52.32 1 18 608
1 3629-010

56.02 3639-010

62.40 1 12 608
1-1/4 3629-012

77.48 3639-012

98.91 1 8 608
1-1/2 3629-015

93.35 3639-015
103.62 1 8 608
2 3629-020
123.18
3639-020
135.62 1 4 608
Socket Ends
2-1/2 3622-025
235.95
3632-025
320.80 1 0 609
3 3622-030
312.14
3632-030
346.81 1 0 609
4 3622-040
527.23
3632-040
586.01 1 0 609
Threaded Ends
2-1/2 3621-025
235.95
3631-025
320.80 1 0 609
3 3621-030
312.14
3631-030
346.81 1 0 609
4 3621-040
527.23
3631-040
586.01 1 0 609
SR Threaded Ends
1/2 3621-005SR

40.63 3631-005SR

45.08 1 18 608
3/4 3621-007SR

49.06 3631-007SR

54.39 1 18 608
1 3621-010SR

58.06 3631-010SR

64.44 1 18 608
1-1/4 3621-012SR

83.67 3631-012SR
105.08 1 12 608
1-1/2 3621-015SR

99.98 3631-015SR
110.24 1 8 608
2 3621-020SR
130.35
3631-020SR
142.81 1 8 608
2-1/2 3621-025SR
256.11
3631-025SR
340.14 1 0 609
3 3621-030SR
331.52
3631-030SR
366.17 1 0 609
4 3621-040SR
550.00
3631-040SR
608.60 1 0 609
Spigot Ends
1/2 3627-005

39.77 3637-005

44.23 1 18 608
3/4 3627-007

47.03 3637-007

52.32 1 18 608
1 3627-010

56.02 3637-010

62.40 1 12 608
1-1/4 3627-012

77.48 3637-012

98.91 1 12 608
1-1/2 3627-015

93.35 3637-015
103.62 1 8 608
PVC Standard (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Spigot Ends
2 3627-020
123.18
3637-020
135.62 1 8 608
2-1/2 3627-025
236.74
3637-025
320.80 1 0 609
3 3627-030
312.14
3637-030
346.81 1 0 609
4 3627-040
527.23
3637-040
586.01 1 0 609
Flanged Ends
1/2 3623-005

56.87 3633-005

60.65 1 8 608
3/4 3623-007

72.05 3633-007

78.36 1 8 608
1 3623-010

87.18 3633-010

93.75 1 8 608
1-1/4 3623-012
102.35
3633-012
113.76 1 4 608
1-1/2 3623-015
128.93
3633-015
140.29 1 4 608
2 3623-020
205.28
3633-020
217.74 1 0 608
2-1/2 3623-025
379.14
3633-025
385.41 1 0 609
3 3623-030
392.87
3633-030
520.28 1 0 609
4 3623-040
842.57
3633-040
976.66 1 0 609
Made in the U.S.A. NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Page 234 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 204 of 235 Page 494 of 1219
Schedule 80 PVC Industrial Products & Accessories
True Union 2000 Industrial Retrofit Ball Valves - Replaces Other Brand Valves Industrial Valve
Complete universal replacement valve for
domestic and import PVC valve. See
separate catalog listing for retrofit
replacement of older Spears® valves.

Retrofit valve consists of Spears® Industrial
True Union 2000 Ball Valve supplied with
factory installed extended-socket end
connectors. Simply cut out old valve to
specified dimensions and install Retrofit
Valve end connectors.

Pressure Rating @ 73°F (23°C), Water
1/2" - 4" = 235 psi
All Valves Assembled with Silicone-Free,
Water Soluble Lubricant
Suitable for Vacuum Service
Retrofit End Connector Sets without
valve are also available - See
Ball Valve Accessories & Repair Kits Size 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4 L 4-29/32 5-7/16 6-3/32 7-1/4 7-1/2 8-17/32 10-3/4 11-7/16 14-15/16 PVC - Socket Ends
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
1/2 1822R-005

49.69 1832R-005

55.27 1 18 600
3/4 1822R-007

58.80 1832R-007

65.41 1 18 600
1 1822R-010

70.02 1832R-010

77.99 1 12 600
1-1/4 1822R-012

96.86 1832R-012
123.64 1 8 600
1-1/2 1822R-015
116.67
1832R-015
129.52 1 8 600
2 1822R-020
153.96
1832R-020
169.54 1 4 600
2-1/2 1822R-025
295.95
1832R-025
401.01 1 0 601
3 1822R-030
390.18
1832R-030
433.54 1 0 601
4 1822R-040
659.24
1832R-040
732.49 1 0 601

Page 235 ends

Retrofit valve consists of Spears®
Industrial True Union 2000 Ball Valve
supplied with factory installed extendedsocket end connectors. Simply cut out old valve to specified dimensions and
install Retrofit Valve end connectors.

Pressure Rating @ 73°F (23°C), Water
All Valves Assembled with Silicone-Free,
Water Soluble Lubricant
Suitable for Vacuum Service
Retrofit End Connector Sets without
valve are also available - See
Ball Valve Accessories & Repair Kits Size 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4 L 5-5/16 6-1/4 6-11/16 7-1/8 8-3/16 8-15/16 12 12-1/16 13-3/16 PVC - Socket Ends
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
1/2 1822RS-005

49.69 1832RS-005

55.27 1 18 600
3/4 1822RS-007

58.80 1832RS-007

65.41 1 18 600
1 1822RS-010

70.02 1832RS-010

77.99 1 12 600
1-1/4 1822RS-012

96.86 1832RS-012
123.64 1 8 600
1-1/2 1822RS-015
116.67
1832RS-015
129.52 1 8 600
2 1822RS-020
153.96
1832RS-020
169.54 1 4 600
2-1/2 1822RS-025
295.95
1832RS-025
401.01 1 0 601
3 1822RS-030
390.18
1832RS-030
433.54 1 0 601
4 1822RS-040
659.24
1832RS-040
732.49 1 0 601
Made in the U.S.A. NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Page 236 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com 1/2" - 4" 235 psi
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 206 of 235 Page 496 of 1219
Schedule 80 PVC Industrial Products & Accessories
True Union 2000 Standard Retrofit Ball Valves - Replaces Other Brand Valves & True Union 2000 Standard Retrofit Ball Valves - Replaces Spears® ''Regular Style'' Valves
True Union 2000 Standard Retrofit Ball Valves - Replaces Other Brand Valves Standard Valve
Complete universal replacement valve for
domestic and import PVC valves. See
separate catalog listing for retrofit
replacement of older Spears® valves.

Retrofit valve consists of Spears®
Standard True Union 2000 Ball Valve
supplied with factory installed extendedsocket end connectors. Simply cut out old valve to specified dimensions and install
Retrofit Valve end connectors.

Pressure Rating @ 73°F (23°C), Water
All Valves Assembled with Silicone-Free,
Water Soluble Lubricant.

Suitable for Vacuum Service.

Retrofit End Connector Sets without valve
are also available - See Ball Valve
Accessories & Repair Kits
Size 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4
L 4-29/32 5-7/16 6-3/32 7-1/4 7-1/2 8-17/32 10-3/4 11-7/16 14-15/16 PVC - Socket Ends
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
1/2 3622R-005

39.77 3632R-005

44.23 1 18 608
3/4 3622R-007

47.03 3632R-007

52.32 1 12 608
1 3622R-010

56.02 3632R-010

62.40 1 8 608
1-1/4 3622R-012

77.48 3632R-012

98.91 1 8 608
1-1/2 3622R-015

93.35 3632R-015
103.62 1 8 608
PVC - Socket Ends (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
2 3622R-020
123.18
3632R-020
135.62 1 4 608
2-1/2 3622R-025
235.95
3632R-025
320.80 1 0 609
3 3622R-030
312.14
3632R-030
346.81 1 0 609
4 3622R-040
527.23
3632R-040
586.01 1 0 609
True Union 2000 Standard Retrofit Ball Valves - Replaces Spears® ''Regular Style'' Valves Standard Valve
Complete replacement valve for older
Spears® 2300 Series Regular True Union
Ball Valves. See separate catalog listing
for replacement of other brand valves.

Pressure Rating @ 73°F (23°C), Water
All Valves Assembled with Silicone-Free,
Water Soluble Lubricant
Suitable for Vacuum Service
Retrofit End Connector Sets without
valve are also available - See
Ball Valve Accessories & Repair Kits
Size 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4
L 5-5/16 6-1/4 6-11/16 7-1/8 8-3/16 8-15/16 12 12-1/16 13-3/16 PVC - Socket Ends
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
1/2 3622RS-005

39.77 3632RS-005

44.23 1 18 608
3/4 3622RS-007

47.03 3632RS-007

52.32 1 18 608
1 3622RS-010

56.02 3632RS-010

62.40 1 12 608
1-1/4 3622RS-012

77.48 3632RS-012

98.91 1 8 608
1-1/2 3622RS-015

93.35 3632RS-015
103.62 1 8 608
PVC - Socket Ends (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
2 3622RS-020
123.18
3632RS-020
135.62 1 4 608
2-1/2 3622RS-025
235.95
3632RS-025
320.80 1 0 609
3 3622RS-030
312.14
3632RS-030
346.81 1 0 609
4 3622RS-040
527.23
3632RS-040
586.01 1 0 609

Page 237 ends

Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com 1/2" - 2" 235 psi
2-1/2" - 4" 150 psi
1/2" - 2" 235 psi
2-1/2" - 4" 150 psi
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 207 of 235 Page 497 of 1219
Schedule 80 PVC Industrial Products & Accessories
True Union Ball Valves (Regular Style) & Single Entry Ball Valves True Union Ball Valves (Regular Style)
Pressure Rating @ 73°F (23°C), Water
1/2" - 2" 235 psi
2-1/2" - 6" 150 psi
Flanged 150 psi
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
Rated for Vacuum Service
All Valves assembled with Silicone-Free, Water Soluble Lubricant. 6" Venturied Valves are 4" Ball Valves
equipped with 4x6 End Connectors.

Socket/Threaded Style Flanged Style
PVC
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Socket & Threaded Ends
1/2 2329-005

57.23 2339-005

63.68 1 18 230
3/4 2329-007

67.69 2339-007

75.34 1 12 230
1 2329-010

80.64 2339-010

89.82 1 8 230
1-1/4 2329-012
111.55
2339-012
142.38 1 8 230
1-1/2 2329-015
134.40
2339-015
149.16 1 8 230
2 2329-020
177.31
2339-020
195.25 1 4 230
Socket Ends
2-1/2 2322-025
323.80
2332-025
438.75 1 0 230
3 2322-030
426.91
2332-030
474.35 1 0 230
4 2322-040
721.29
2332-040
801.42 1 0 230
Socket Venturied Ends
6 VENTURIED 2322-060
962.36
2332-060
1048.55 1 0 231
Threaded Ends
2-1/2 2321-025
323.80
2331-025
438.75 1 0 230
3 2321-030
426.91
2331-030
474.35 1 0 230
PVC (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded Ends
4 2321-040
721.29
2331-040
801.42 1 0 230
Flanged Ends
1/2 2323-005

81.87 2333-005

87.34 6 0 230
3/4 2323-007
103.72
2333-007
112.80 5 0 230
1 2323-010
125.55
2333-010
134.96 5 0 230
1-1/4 2323-012
147.37
2333-012
163.75 2 0 230
1-1/2 2323-015
185.60
2333-015
201.94 3 0 230
2 2323-020
295.56
2333-020
313.45 2 0 230
2-1/2 2323-025
518.53
2333-025
527.07 1 0 230
3 2323-030
573.11
2333-030
711.55 1 0 230
4 2323-040
1152.32
2333-040
1335.74 1 0 230
Flanged Venturied Ends
6 VENTURIED 2323-060
1680.55
2333-060
1723.61 1 0 231
Single Entry Ball Valves
Pressure Rating @ 73°F (23°C), Water
1/2" - 2" 235 psi
3" - 4" 150 psi
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
Rated for Vacuum Service
All Valves Assembled with Silicone-Free, Water Soluble Lubricant. See Ball Valve Accessories & Repair Kits
Section for Additional Options and Features
PVC Gray – Socket/Threaded Style
PVC Gray
Size Buna-N EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded Ends
1/2 2411-005G

20.88 2421-005G

23.15 2431-005G

25.75 10 120 240
3/4 2411-007G

26.31 2421-007G

29.26 2431-007G

32.49 10 80 240
PVC Gray (continued)
Size Buna-N EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded Ends
1 2411-010G

30.95 2421-010G

34.35 2431-010G

38.18 10 0 240
1-1/4 2411-012G

42.98 2421-012G

47.78 2431-012G

53.02 6 0 240
Made in the U.S.A. NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Page 238 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 208 of 235 Page 498 of 1219
Schedule 80 PVC Industrial Products & Accessories
Single Entry Ball Valves & Compact 2000 Ball Valves
Single Entry Ball Valves
PVC Gray (continued)
Size Buna-N EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded Ends
1-1/2 2411-015G

54.11 2421-015G

63.38 2431-015G

70.48 5 0 240
2 2411-020G

62.65 2421-020G

69.62 2431-020G

77.32 5 0 240
3 2411-030G
218.37
2421-030G
270.83
2431-030G
312.31 1 0 240
4 2411-040G
461.53
2421-040G
508.53
2431-040G
552.76 1 0 240
Socket Ends
1/2 2412-005G

20.88 2422-005G

23.15 2432-005G

25.75 10 120 240
3/4 2412-007G

26.31 2422-007G

29.26 2432-007G

32.49 10 80 240
PVC Gray (continued)
Size Buna-N EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Socket Ends
1 2412-010G

30.95 2422-010G

34.35 2432-010G

38.18 10 0 240
1-1/4 2412-012G

42.98 2422-012G

47.78 2432-012G

53.02 5 0 240
1-1/2 2412-015G

54.17 2422-015G

63.38 2432-015G

70.48 5 0 240
2 2412-020G

62.65 2422-020G

69.62 2432-020G

77.32 5 0 240
3 2412-030G
218.37
2422-030G
270.83
2432-030G
312.31 1 0 240
4 2412-040G
461.53
2422-040G
508.53
2432-040G
552.76 1 0 240
Compact 2000 Ball Valves
Pressure Rating @ 73°F (23°C), Water
1/2" - 2" 235 psi
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
All Valves Assembled with Silicone-Free, Water Soluble Lubricants.

Rated for Vacuum Service
Compact 2000 Ball Valves are a Maintenance-Free, Sealed Unit (non-repairable).

See Ball Valve Accessories & Repair Kits Section for Additional Options and Features.

PVC 2000 Compact Ball Valve
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Socket Ends
1/2 6622-005

21.17 6632-005

23.83 10 120 210
3/4 6622-007

28.88 6632-007

29.57 10 80 210
1 6622-010

31.53 6632-010

35.36 10 0 210
1-1/4 6622-012

47.43 6632-012

54.81 6 0 210
1-1/2 6622-015

56.49 6632-015

62.83 5 0 210
2 6622-020

75.42 6632-020

84.74 8 0 210
Threaded Ends
1/2 6621-005

21.17 6631-005

23.83 10 120 210
3/4 6621-007

28.88 6631-007

29.57 10 80 210
1 6621-010

31.53 6631-010

35.36 10 0 210
1-1/4 6621-012

51.92 6631-012

54.81 6 0 210
1-1/2 6621-015

56.49 6631-015

62.83 5 0 210
2 6621-020

75.42 6631-020

84.74 8 0 210
Flanged Ends
1/2 6623-005

44.58 6633-005

46.84 10 120 210
3/4 6623-007

50.35 6633-007

52.11 10 120 210
1 6623-010

65.61 6633-010

69.13 10 120 210
1-1/4 6623-012

81.93 6633-012

87.89 10 120 210
1-1/2 6623-015

99.12 6633-015
107.74 10 120 210
PVC 2000 Compact Ball Valve (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Flanged Ends
2 6623-020
132.27
6633-020
138.07 10 120 210

Page 239 ends

See Ball Valve Accessories & Repair Kits Section for Additional Options & Features
Note: Standard 6" Valve uses Lever-Style Handle for proper leverage.

T-Handle option is more compact but will increase difficulty of operation.

PVC
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Socket Ends
1/2 2122-005

22.27 2132-005

25.08 10 80 210
3/4 2122-007

30.40 2132-007

31.13 10 0 210
1 2122-010

33.17 2132-010

37.24 10 0 210
1-1/4 2122-012

59.48 2132-012

66.13 6 0 210
1-1/2 2122-015

73.65 2132-015

76.96 5 0 210
2 2122-020

79.38 2132-020

89.20 6 0 210
3 2122-030
258.01
2132-030
289.86 1 4 211
4 2122-040
396.95
2132-040
571.38 1 0 211
6 (Lever
Handle)
2122-060
515.51
2132-060
742.05 1 0 211
6 (Tee Handle) 21226-060
515.51
21326-060
742.05 1 0 211
Threaded Ends
1/2 2121-005

22.27 2131-005

25.08 10 80 210
3/4 2121-007

30.40 2131-007

31.13 10 0 210
1 2121-010

33.17 2131-010

37.24 10 0 210
1-1/4 2121-012

59.48 2131-012

66.13 6 0 210
1-1/2 2121-015

73.65 2131-015

76.96 5 0 210
2 2121-020

79.38 2131-020

89.20 6 0 210
3 2121-030
258.01
2131-030
289.86 1 4 211
4 2121-040
396.95
2131-040
571.38 1 0 211
Flanged Ends
1/2 2123-005

49.24 2133-005

52.45 1 8 210
3/4 2123-007

59.58 2133-007

61.95 1 8 210
1 2123-010

65.73 2133-010

69.78 1 8 210
1-1/4 2123-012

93.05 2133-012

99.69 1 8 210
1-1/2 2123-015
107.66
2133-015
112.73 1 4 210
2 2123-020
124.97
2133-020
134.69 1 0 210
3 2123-030
335.73
2133-030
367.59 1 0 211
4 2123-040
495.22
2133-040
669.64 1 0 211
6 (Lever
Handle)
2123-060
953.51
2133-060
1049.57 1 0 211
PVC (continued)
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Flanged Ends
6 (Tee
Handle)
21236-060
953.51
21336-060
1049.57 1 0 211
Made in the U.S.A. NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS Page 240 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
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Schedule 80 PVC Industrial Products & Accessories
Utility Ball Valves & Lab Ball Valves
Utility Ball Valves
Pressure Rating @ 73°F (23°C), Water
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
1/2" - 6" 150 psi All Valves Assembled with Silicone-Free, Water Soluble Lubricant
PVC w/EPDM O-ring Seal
Size Threaded Ends Socket Ends Std
Pk
Mstr
Pk
Disc
Code
PVC Gray
1/2 2621-005G

9.37 2622-005G

9.37 50 0 215
3/4 2621-007G

11.12 2622-007G

11.12 25 0 215
1 2621-010G

15.12 2622-010G

15.12 25 0 215
1-1/4 2621-012G

20.03 2622-012G

20.03 20 0 215
1-1/2 2621-015G

30.57 2622-015G

30.57 20 0 215
PVC w/EPDM O-ring Seal (continued)
Size Threaded Ends Socket Ends Std
Pk
Mstr
Pk
Disc
Code
PVC Gray
2 2621-020G

38.64 2622-020G

38.64 8 0 215
2-1/2 2621-025G

66.14 2622-025G

66.14 6 0 214
3 2621-030G
118.62
2622-030G
118.62 1 4 214
4 2621-040G
217.41
2622-040G
217.41 1 0 214
Lab Ball Valves
Socket/Threaded Valve Only
Pressure Rating @ 73°F (23°C), Water
1/4" - 3/8" 150 psi
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
Rated for Vacuum Service
Valve & Adapters includes:
1 - Threaded 1/4" Valve
2 -
O-ring Sealed 1/4" MPT x Mipt
Adapters
2 -
EPDM or FKM O-rings (AS568-013
size)
1 - End Connector Wrench
2 - O-ring Sealed 1/4" MPT x 3/8" I.D.

Tubing Barb Adapters
- OR -
2 - O-ring Sealed 1/4" MPT x 1/4" I.D.

Tubing Barb Adapters
All Valves Assembled with Silicone-Free, Water Soluble Lubricant Valve & Adapters PVC
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Valve & Adapters Threaded Ends
1/4X3/8T 1529-002

25.75 1539-002

26.92 125 218
1/4X1/4T 1529-002A

25.75 1539-002A

26.92 125 218
Valve only Threaded Ends
1/4 1521-002

20.58 1531-002

22.91 50 200 218
3/8 1521-003

28.93 1531-003

32.07 50 200 218
Valve only Socket Ends
1/4 1522-002

20.58 1532-002

23.28 50 200 218
3/8 1522-003

28.93 1532-003

32.07 50 200 218

Page 241 ends

Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com Lugo Park Soccer Field Rehabilitation Project
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80 The Intelligent Use of Water.™
Valves
Quick-Coupling Valves
Convenient water access in potable and non-potable systems Features
• Optional locking cover on models 33-DLRC, 44-LRC, 5-LRC, 33-DNP, 44-NP, and 5-NP (use 2049 key to unlock). Metal cover on model 7 only • One-piece body design (models 3-RC, 5-RC and 7)
• Two-piece body design for easy servicing (models 33-DRC, 44-LRC, 44-RC, 33-DNP, and 44-NP)
• Strong corrosion-resistant stainless steel spring prevents leakage • Thermoplastic cover for durability
• 33-DNP, 44-NP, and 5-NP covers marked with "Do Not Drink!" warnings in English and Spanish
• Three-year trade warranty
Specifications
• Pressure: 5 to 125 psi (0.35 to 8.63 bar)
• Flow: 10 to 125 gpm (2.27 to 28.38 m3⁄h; 37.8 to 473 l/m) • 33-DNP, 44-NP, and 5-NP flow: 10 to 70 gpm (2.27 to 15.89 m3⁄h; 37.8 to 265 l/m)
Dimensions (height)
• 3-RC: 41⁄4" (10.8 cm)
• 33-DRC: 43
⁄8" (11.1 cm)
• 33-DLRC: 45
⁄8" (11.7 cm)
• 44-RC: 6" (15.2 cm)
• 44-LRC: 6" (15.2 cm)
• 5-RC: 51⁄2" (14.0 cm)
• 5-LRC: 51
⁄2" (14.0 cm)
• 7: 53
⁄4" (14.6 cm)
• 33-DNP: 43
⁄8" (11.1 cm)
• 44-NP: 6" (15.2 cm)
• 5-NP: 51
⁄2" (14.0 cm)
Models
• 3-RC: ¾" NPT Rubber Cover, 1-Piece Body
• 33-DRC: ¾" NPT Double Track Key Lug, Rubber Cover, 2-Piece Body • 33-DLRC: ¾" NPT Double Track Key Lug, Locking Rubber Cover, 2-Piece Body
• 44-RC: 1" NPT Rubber Cover, 2-Piece Body
• 44-LRC: 1" NPT Locking Rubber Cover, 2-Piece Body
• 5-RC: 1" NPT Rubber Cover, 1-Piece Body
• 5-LRC: 1" NPT Locking Rubber Cover, 1-Piece Body
• 7: 1½" NPT Metal Cover, 1-Piece Body
• 5-RC-BSP: 1" BSP Rubber Cover, 1-Piece Body, BSP threaded • 5-LRC-BSP: 1" BSP Locking Rubber Cover, 1-Piece Body, BSP threaded
• 33-DNP: ¾" NPT Non-potable, Purple Locking Rubber Cover, 2-Piece Body
• 44-NP: 1" NPT Non-potable, Purple Locking Rubber Cover, 2-Piece Body
• 5-NP: 1" NPT Non-potable, Purple Locking Rubber Cover, 1-Piece Body
Flow 3-RC 33-DRC 44-RC 5-RC 7
33-DLRC 44-LRC 5-LRC
33-DNP 44-NP 5-NP
gpm 3⁄4" 3⁄4" 1" 1" 11⁄2"
10 1.8 2 - - -
15 4.7 4.3 2.2 - -
20 7.2 7.6 4.4 - -
30 - - 11.5 4.1 -
40 - - - 7.3 -
50 - - - 11 1.7
60 - - - 15.7 2.5
70 - - - 21.5 3.6
80 - - - - 4.9
100 - - - - 8.4
125 - - - - 14
Flow 3-RC 33-DRC 44-RC 5-RC 7
33-DLRC 44-LRC 5-LRC
33-DNP 44-NP 5-NP
m3
⁄h l/m 1.9 cm 1.9 cm 2.5 cm 2.5 cm 3.8 cm

2.3 38 0.12 0.12 - - -
4 67 0.41 0.42 0.23 - -
5 83 0.57 0.62 0.4 - -
6 100 - - 0.62 - -
7 117 - - 0.83 0.3 -
8 133 - - - 0.4 -
9 150 - - - 0.5 -
10 167 - - - 0.61 -
12 200 - - - 0.85 0.13
14 233 - - - 1.15 0.18
16 267 - - - 1.5 0.25
22 367 - - - - 0.54
28 473 - - - - 0.97
Quick-Coupling
Valve Cutaway Quick Coupling Valves
Valves
Quick-Coupling Valves
Quick-Coupling Valves Pressure Loss (psi)
Quick-Coupling Valves Pressure Loss (bar)
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Available Pipe Sizes (IPS)

MARKETS

DESCRIPTION
Color:

Irrigation
ASTM D1785, ASTM D2665, ASTM D1784 Cell Class 12454 � Uniform Plumbing Code, ANSI/NSF 61/14 Schedule Series

PRESSURE-RATED PVC PIPE
Solvent Weld
Unaffected by corrosive elements: sewer
gas, sulfuric acid, alkaline, or acidic soils.

Consistency in carrying capacity
(flow coefficient, C=150), for savings in
pumping and material costs.

SolarBlok Option: Formulated PVC to
increase resistance to ultraviolet rays.

Lightweight, great for manual installation.

Field-cut with a power saw or handsaw;
bevel without complicated machinery.

Does not need lining, wrapping, coating,
or cathodic protection to prevent
galvanic corrosion.

INSTALLATION ›
FEATURES ›

BENEFITS
Reclaim Plumbing Drainage
*Supply may vary based on plant location. Please call regarding availability. ½”, ¾”, 1”, 1¼”, 1½”, 2”, 2½”, 3”, 4”, 5”, 6”, 8”, 10”, 12”, 14”, 16” ASTM D1785
Schedule 40
Schedule 80
Nominal Laying Length: 10/20 feet (Laying length tolerances are in accordance with ASTM standards) Schedule 80: Dark Grey
(Marked for Reclaim only)* (For SolarBlok only)*
Schedule 40: White Purple Beige
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SUBMITTAL AND DATA SHEET

THIS PRODUCT IS MADE IN AMERICA

PIPE SIZE
(IN)
AVERAGE O.D.
(IN)
NOM. I.D.
(IN)
MIN. T.
(IN)

PRESSURE

RATING (PSI)
APPROX. WGT
(LBS/FT)

PIPE STIFFNESS
(PSI)
½ 0.840 0.609 0.109 600 0.164 5,928
¾ 1.050 0.810 0.113 480 0.218 3,136
1 1.315 1.033 0.133 450 0.324 2,547
1¼ 1.660 1.363 0.140 370 0.439 1,397
1½ 1.900 1.593 0.145 330 0.525 1,008
2 2.375 2.049 0.154 280 0.705 596
2½ 2.875 2.445 0.203 300 1.118 784
3 3.500 3.042 0.216 260 1.463 509
4 4.500 3.998 0.237 220 2.083 307
5 5.563 5.016 0.258 190 2.822 205
6 6.625 6.031 0.280 180 3.663 154
8 8.625 7.942 0.322 160 5.512 104
10 10.750 9.976 0.365 140 7.815 78
12 12.750 11.889 0.406 130 10.333 64
14 14.000 13.073 0.437 130 12.220 60
16 16.000 14.940 0.500 130 15.980 60
CUSTOMER SERVICE:1.800.621.4404
PRINTED JUNE 2018 REV12
This information may have been updated. Please visit www.jmeagle.com for all updated information and warranty details.

Product Standard: ASTM D1785, ASTM D2665
Pipe Compound: ASTM D1784 Cell Class 12454
Certification: ANSI/NSF 61, ANSI/NSF 14*
Uniform Plumbing Code*
Pipe End Finish: Bell End*, Plain End
Nominal Laying Length: 10/20 feet
(Laying length tolerances are in accordance
with ASTM standards)
Installation: JM Eagle™ Solvent Weld
Installation Guide
Water pressure rating measured at 23°C (73°F)

PIPE SIZE
(IN)
AVERAGE O.D.
(IN)
NOM. I.D.
(IN)
MIN. T.
(IN)

PRESSURE

RATING (PSI)
APPROX. WGT
(LBS/FT)

PIPE STIFFNESS
(PSI)
½ 0.840 0.528 0.147 850 0.210 17,066
¾ 1.050 0.724 0.154 690 0.285 9,078
1 1.315 0.936 0.179 630 0.419 6,995
1¼ 1.660 1.255 0.191 520 0.579 3,930
1½ 1.900 1.476 0.200 470 0.701 2,911
2 2.375 1.913 0.218 400 0.969 1,846
2½ 2.875 2.290 0.276 420 1.479 2,141
3 3.500 2.864 0.300 370 1.979 1,473
4 4.500 3.786 0.337 320 2.892 949
6 6.625 5.709 0.432 280 5.516 607
8 8.625 7.565 0.500 250 8.336 417
10* 10.750 9.493 0.593 230 12.375 356
12* 12.750 11.294 0.687 230 17.027 330
Product Standard: ASTM D1785
Pipe Compound: ASTM D1784 Cell Class 12454
Certification: ANSI/NSF 61, ANSI/NSF 14*
Uniform Plumbing Code*
Pipe End Finish: Bell End*, Plain End
Nominal Laying Length: 20 feet
(Laying length tolerances are in accordance
with ASTM standards)
Installation: JM Eagle™ Solvent Weld
Installation Guide
Water pressure rating measured at 23°C (73°F)
Schedule Series

PRESSURE-RATED PVC PIPE
Solvent Weld
Schedule 40
Schedule 80
*Supply may vary based on plant location.

Please call regarding availability.

Manning Coefficient (n) = 0.009
Hazen-Williams Coefficient (c) = 150
Manning Coefficient (n) = 0.009
Hazen-Williams Coefficient (c) = 150
*Supply may vary based on plant location.

Please call regarding availability.

T: (Wall Thickness)
O.D.: (Outside Diameter)
I.D.: (Inside Diameter)

➤T
➤
➤
O.D.
➤
➤
➤
I.D.

SolarBlok Option
Available Size: 1/2"- 4"
Product Standard: ASTM D1785
Certification: ANSI/NSF 61
Pipe End Finish: Bell End
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No Infill. No Microplastics. No PFAS.

Pivottm by TenCate is a true game changer. Designed with extensive feedback from top-level athletes, Pivottm by TenCate provides ultimate performance, maximum player comfort and ultra-durability.

The unique combination of yarns plays and responds like the best natural grass and will perform at Year 10 like it does on Day 1. Additionally, Pivottm by TenCate is the environmentally-friendly choice – no infill is needed and real-grass feel is achieved without any resource intensive maintenance.

PIVOT

BY TENCATE
TM
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TURF
PILE CONTENT TenCate XP+ U.V. resistant slit film,
combined with TenCate semi-TXT
and TXT monofilament root zone.

PRIMARY BACKING 7.5 oz/yd2; TenCate K29 Backing (Double Layer Thiobac, black, U.V. stabilized,
Layer 1: 100% PP, Layer 2: PET/PP blend)
SECONDARY BACKING 20 oz/yd2 Polyurethane coating with
drainage holes
TOTAL WEIGHT 127.5 oz/yd2
PILE HEIGHT 1 1/4 inch
FACE WEIGHT* 100 oz/yd2
MACHINE GAUGE 3/8 inch
SET UP 3 ends/needle
ROLL WIDTH 182 inch
WATER PERMEABILITY 64 inches/hour (unfilled)
TUFT BIND (ASTM D1335) > 9 lbs
GRAB TEAR (ASTM D5034) 274 lbs length, 395 lbs width
PILL FLAMMABILITY (ASTM D2859) Pass
-
TENCATE AMERICAS | 1131 BROADWAY ST. DAYTON, TN 37321 | (855) 773-6668 | TENCATEGRASS.COM | VERSION 2023 PIVOTTM BY TENCATE 1.25" SPECS

BEST FOR FOOTBALL, SOCCER,

BASEBALL, INDOOR

AND MULTI-PURPOSE FIELDS
YARN
DENSITY (DENIER) 5,040/1 (XP+);
5,400/6 (semi-TXT);
7,200/10 (TXT)
THICKNESS (MICRONS) 100 (XP+);
152 (semi-TXT);
145 (TXT)
MELTING POINT 128° C | 260° F
BREAKING STRENGTH 11 lbs/force (XP+);
20 lbs/force (semi-TXT);
20 lbs/force (TXT)
LEAD CONTENT (PPM) <100

BLEND OF DURABLE SLIT FILM AND

SEMI-TEXTURIZED AND TEXTURIZED

MONOFILAMENT FIBERS
Pile Height, Max Thickness, Face Weight, Primary & Secondary Backing, and Total Weight can differ by ±10%. The Stitch Rate will change according to the exact specifications and can differ by ±1. Roll Width can differ by ±0.8 inch.

TenCate has the right to alter each product specification in order to improve the system according to the latest standards. TenCate is not legally liable in case of noncompliance with the above mentioned specifications.
*Face Weight reflects entire length of yarn, including portion woven into backing, which is consistent with standard ASTM method of measuring tuft including back stitch.

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PRIVATE & CONFIDENTIAL

DISCOVERING SUPERIORITY THROUGH BIOMIMICRY
In the pursuit of developing a turf that not only replicates but outperforms natural grass, we've looked to the greatest innovator of all time: nature itself. Our newest product is born from the principle of biomimicry, where inspiration is taken directly from the impeccable designs of the natural world to craft the next generation of turf.

The beauty of nature lies in its efficiency, adaptability, and resilience. By analysing the best attributes of natural grass, we've managed to harness its qualities and then enhance them with state-of-the-art design and materials. This isn't just mimicry – this is evolution is real. • For athletes, this means a series of big improvements, offering enhanced performance including speed, comfort, and control.
• For field owners we have improved durability and reduced maintenance making the surface easier to manage and reduce costs.
• For the planet the turf is designed to be more sustainable than any other surface retaining all the advantages of traditional turf (no water, less maintenance, higher usage, etc…) but with improved environmental credentials reducing carbon / CO2impacts significantly.

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PRIVATE & CONFIDENTIAL

DISCOVERING SUPERIORITY THROUGH BIOMIMICRY
Our commitment to ensuring this turfs supremacy didn’t stop at its conception and development. We have subjected it to an extensive range of tests well beyond what is normal including:

Athletes Insight - including first hand feedback and modern innovative biomechanical testing Mechanical Material Tests - for wear, longevity, and sporting standards including Gmax, Grip, etc… Sustainability via independent calculations of Life Cycle Assessments Every component or every square inch has been scrutinized to validate its superiority over grass. The results? A product that not only mirrors nature's genius but also amplifies it. Nature has spent millennia perfecting its designs. By embracing the essence of biomimicry, we've been able to capture the best of those designs and elevate them further, promising a turf experience that is, without doubt, better than the real thing.

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PRIVATE & CONFIDENTIAL

LEGACY NON-FILLED SYSTEMS
Until the recent breakthrough non-filled systems had several limitations which is still the overarching perception with competitors in the market. The legacy issues include:
• Poor levels of grip
• Hard and uncomfortable
• Shorter life expectancy
• Harder to maintain (yarns goes flat)
• Often required sand (increase wear & kills grip) for ballast • Lower quality playing experience vs rubber infill
• More expensive
Most competitors are using the same yarns that have been used in filled turf systems. These tend to be very thick, durable yarns with a short pile height and dense tufting orientation. In our research process we realised the need to pivot away from yarns used in filled products and design bespoke yarns (combination) in a novel and innovative way.

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PRIVATE & CONFIDENTIAL

SPECIFICATIONS
Property Method(s)
Result Tolerance
Metric Imperial (%)
Pile height / length
ISO 2549
ASTM D5823
38 mm 1.5 Inch (option for other lengths) 5 %
Tufts per unit area
ISO 1763
22,000 per squ. m 2,050 per squ. foot
(18,395 per squ. yard)
10 % Stitch rate 210 per linear metre 64 per linear foot (191 per linear yard)
Gauge 9.55 mm 3/8 Inch
Filaments per unit area 750,000 per squ. m 69,500 per squ. foot (627,000 per squ. yard)
Yarn 1 – XP (slit film)
Dtex /
Denier
6054/1 dtex (29 %) 5,449 denier
10 % Yarn 2 – R3 (semi-txt mono) 6153/6 dtex (30 %) 5,538 denier Yarn 3 – C80 (txt mono) 8547/10 dtex (41 %) 7,692 denier Total 20,754/17 dtex 18,679 denier
Mass per unit area
ISO 8543
ASTM D5848-10
4,985 g per squ. m 150 oz per squ. yard
10 % Pile mass 3925 g per squ. m 120 oz per squ. yard
Primary mass 220 g per squ. m 6.49 oz per squ. yard
Secondary mass 813 g per squ. m 24 oz per squ. yard
Tuft bind ISO 4919 44 N 10 lbs > 90 % declared & > 40 N Lugo Park Soccer Field Rehabilitation Project
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PRIVATE & CONFIDENTIAL
SPECIFICATION: YARNS – 3 TYPES
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PRIVATE & CONFIDENTIAL
CTI – PLAYER / USER FOCUS
Player Based
Testing
Equipment
Development
Testing, Accreditation &
Regulatory Approval
Player
Feedback
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PRIVATE & CONFIDENTIAL

UNIQUE APPROACH AND EQUIPMENT
• CTI has invested heavily in novel and innovative ways to evaluate turf systems with a large focus on player / user measurements.
• No one else in the turf industry has the in-house knowledge to evaluate turf the way we do at CTI. Using high speed video analysis (kinematics), advances player tracking and measurement equipment (IMUs), and in-depth player feedback analysis.
• Going beyond basic norms testing and the status quo to real focus on the fundamentals that driver the user experience.
• This combined with in-house manufacturing capabilities to prototype and assemble new turf give a speed and iterative development process not possible anywhere else in the turf business.

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PRIVATE & CONFIDENTIAL

FRICTION / GRIP / FORCE
200
225
250
275
300
325
350
375
400
425
450
475
500
SBR High SBR Medium SBR Low Non_Filled
Peak Force (N)
Data from mechanical grip testing
Green area is the range of data measure on
good quality stadium grass – 230 to 310 N
Non-filled has similar peak force as grass in
the range 275 N
Rubber system are much higher in the range
395 to 452 N. Many of these values are x2
what is normal on grass.

The lack of shear break on rubber systems
contributes to higher forces on the player
which ‘could’ increase the risk of injury, but
this is not proven.

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PRIVATE & CONFIDENTIAL
RECOIL – ENERGY RETURNED
Recoil is the force returned to the athlete during interaction with the surface.

This can be positive if acting in the right direct of travel but when acting against the direction of travel will cause higher forces and require more energy to undertake sporting activities. Including instability of the foot surface interface.

When too much rubber is used (especially without a shockpad) the build-up of the recoil effective is very large.

Unfortunately, many stadium NFL fields rely on rubber for their Gmax (head impact safety test) meaning they often overfill the turf with rubber.

This video illustrates the impact of rubber volume on a range of surfaces. Make note of the recoil impact in the very high rubber surface.

Currently there is no link between recoil and injury rates; but this impact is very different from grass and something we are designing into our turf systems to avoid with lower or non-filled products.

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PRIVATE & CONFIDENTIAL
GRIP – LOWER LIMB FORCE
System: high rubber with low fibre mass
Insight: Rubber / cleat grip is very high,
no release or slide – all force direct into
the players’ lower limbs
Feedback: very high grip,
uncomfortable, uses more energy
System: PurePT
Insight: slight give reducing load to the
players lower limbs, like grass
Feedback: good grip like grass, feels
natural but still fast and comfortable
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PRIVATE & CONFIDENTIAL
PLAYER TESTING – TRACKING AND MEASUREMENT IMUS
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PRIVATE & CONFIDENTIAL

CTI PLAYER TESTING INSIGHT (IMU DATA) - DEMO
-40.0
-20.0

0.0 20.0

40.0 60.0

80.0 100.0
120.0
0 0.5 1 1.5
Joint Angle (°)
Time (Seconds)
Right Hip
-20.0

0.0 20.0

40.0 60.0

80.0 100.0
120.0
140.0
0 0.5 1 1.5
Joint Angle (°)
Time (Seconds)
Right Knee
-40.0
-20.0

0.0 20.0

40.0 60.0

80.0 100.0
120.0
0 0.5 1 1.5
Joint Angle (°)
Time (Seconds)
Left Hip
-20.0

0.0 20.0

40.0 60.0

80.0 100.0
120.0
140.0
0 0.5 1 1.5
Joint Angle (°)
Time (Seconds)
Left Knee
Green = Grass
Blue = Non-Filled
Orange = rubber
Players performing an
aggressive 180-degree turn
on 3 surface types.

Joint angles of lower limbs
evaluated by IMU sensors.

Different gait pattern on
rubber system requiring more
adaptations by the player.

More rubber infill causes
more difference for players.

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 228 of 235 Page 518 of 1219

PRIVATE & CONFIDENTIAL

PLAYER FEEDBACK
82 % of players agreed or strongly agreed the nonfilled turf was like grass; only 17 % for the high rubber field.

For the high rubber field 80 % of players strongly or
somewhat disagreed with the statement
Note: several responses had ‘neutral / unknown so doesn’t add to 100 %)
Selected User Quotes:
“Why have you put grass indoors”
USA based feedback
“This is the closet surface to grass I have played on”
E Faber – PSV Academy Director
“The feel is just like grass, its comfortable and fast” Elite Soccer Player
Non-Filled
High Rubber Field
Low Rubber Field
(with shockpad)
Different to grass Similar to grass
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
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PRIVATE & CONFIDENTIAL
©2023 TENCATE
LONGEVITY – SURFACE / YARN WEAR
• All testing on the LISport has shown this product will outlast any current filled systems
• The yarns support each other, no external source of friction from infills (even rubber)
• The more flexible yarns are able to dissipate the load of impacts supporting life expectance
Demonstration – microscope
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
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PRO PLAY - SPORT 23

TECHNICAL SPECIFICATION
ProPlay-Sport is standarized as a shock pad for artificial grass sports fields (ISA-M43.x-190) and is suitable for (full) contact, limited-contact and non-contact sports ProPlay-Sport meets, in specific field constructions, the specifications of the international sports associations of rugby and football, Gaelic Games, soccer (FIFA 1 and 2 star), hockey, tennis, etc.

CHARACTERISTICS
Physical
Thickness at 2 kPa load 23 mm
Mass per unit area 4.4 kg/m2
Tensile strength 0.26 MPa EN 12230
ProPlay-Sport is supplied as (interlocking) panels of

2.25 x 0.90 m
ProPlay-Sport contains expansion slots
for a prompt installation (of the panels and the artificial grass) it is recommended to follow the ProPlay Installation Guide ProPlay-Sport contains a thermal bonded Polyester textile Performance
Force reduction 56 % Advanced Artificial Athlete
Energy restitution 49 % Advanced Artificial Athlete
Vertical deformation 6.1 mm Advanced Artificial Athlete ProPlay-Sport reduces the G-max (according ASTM F355-A), in specific field constructions, down to 75 ! Drainage and isolation
Water infiltration rate [IA] > 18,000 mm/h EN 12616
Water permeability 2462 mm/h NW Labs of Seattle
Water flow rate at 0.5% slope 110 l/h.m2 NW Labs of Seattle Thermal conductivity [λ10] 0.05 W/m.K EN 12667

DURABILITY
ProPlay-Sport consists of thermal bonded (closed-celled) cross-linked Polyethene foam (from non-contaminated industrial waste) with a predicted durability (according ISO/TR 13434) for a minimum of 100 years based on microbiological resistance (according EN 12225) - resistance to: weathering (according EN 12224) - oxidation (according EN-ISO 13438) - acids & bases (according EN 14030) The sport characteristics of ProPlay-Sport are hardly effected by simulated (mechanical) wear based on stability after 65,000 Lisport cycli (when combined with a non-infill artificial grass) The (dimensional) characteristics of ProPlay-Sport are hardly effected by simulated aging based on stability after hot water and hot air (according EN 13744 and EN 13817) This specification is based on (independent) laboratory measurements and the overall knowledge of Schmitz Foam Products (at the time of revision).

Additional information (e.g. additional characteristics, specific laboratory reports or statistical analysis) is available upon request.

Schmitz Foam Products reserves itself the right to change this specification and/or product (without notice).

Revision 15-03-2011 (CDN) Page 1 of 1
Lugo Park Soccer Field Rehabilitation Project
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Fence Toppers

THE ULTIMATE BALLFIELD RESOURCE

FEATURES

ACCESSORIES
BeaconAthletics.com l 800-747-5985 Last Modified: 11/27/2023 Clean lines are part of baseball. The pure
geometry of a ballfield is pleasing to the eye. But
a fence cap goesbeyond that. Those clean lines
make an outfield fencestand out and it helps
protect players from jagged fence tops.
• Protect players and enhance the
playability of your ballpark with our
UV-protected smooth or corrugated
fence toppers
• A new, affordable way to cover your
fence-tops, keep your ball park or
playground safe and looking nice.
• Fence Cap Zipper
• Cable Ties
• Zip Ties

FENCE GUARD
Standard Premium
PLASTICAP™ FENCE TOPPER
100 FT 250 FT

INSTALLATION MADE EASY
Inquire about our Fence Cap Zipper for
a hassle-free fence guard installation.

Yellow, 125-107-019Y
Forest Green, 125-107-019G
Red, 125-107-019R
Blue, 125-107-019B
Orange, 125-107-019O
White, 125-107-019W
Black, 125-107-019BK
Yellow, 125-107-009Y
Red, 125-107-009R
Blue, 125-107-009B
Yellow, 125-107-259Y
Red, 125-107-259R
Black, 125-107-259B
Yellow, 125-107-249Y
Red, 125-107-249R
Black, 125-107-249B
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 232 of 235 Page 522 of 1219
Specifications

THE ULTIMATE BALLFIELD RESOURCE

STANDARD FENCE GUARD
• Protects against chain link injuries.
• Thicker UV treated HD Polyethylene
designed to provide longer life.
• Easily installed by one person.
• Pre-drilled every 24” for supplied ties.
• Each section = 2-3/4”W x 4-1/4” T x 7’L
• Packed 12 sections = 84’ per carton.
• 3-Year Limited Warranty
• Available Colors: Forest Green, Blue, Red,
Orange, Yellow, White, Black

PREMIUM FENCE GUARD
• Thickest walls for maximum protection.
• Longest life UV treated HD Polyethylene.
• Easy to install by one person.
• Professional teardrop shaped profile.
• Maintenance-free design.
• Pre-drilled every 24” for supplied ties.
• Each section = 3”W x 4-1/2”T x 7’L
• Packed 12 sections = 84’ per carton.
• 5-Year Limited Warranty
• Available Colors: Blue, Red, Yellow
PLASTICAP™ FENCE TOPPER
• Corrugated plastic tubing gives your field
a superior, professional appearance while
increasing visibility of the fence line and
protecting players from injury
• Pre-slit poly tubing 4-1/2” diameter
• Fully UV-protected
• 100% virgin resin
• Available in 100ft or 250ft rolls
• Available Colors: Green, Yellow, Black, Red
BeaconAthletics.com l 800-747-5985 Last Modified: 11/27/2023 Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 233 of 235 Page 523 of 1219
Round Existing Post
Cut Out For
Rope Cleat
6' Tall with Hook and
Loop Attachment Flaps
18 oz. Outdoor Vinyl,
High UV Resistance,
Various Standard Colors Available
Optional Custom
Digitally Printed Lettering
And/Or Graphics Available
6'-0"
1'-0"
5"
Outer Diameter (O.D.)
See Table
Inner Diameter (I.D.)
See Table
3" High Impact
Polyurethane Foam
Post Pad Sized to Accommodate Standard
Ball Safety System Netting Poles
Part Numbers I.D. O.D. Cut Out
BSSPP2 3-1/2” 9 1/2" None
BSSPP4 6-1/2” 12 1/2" Included
BSSPP6 9” 15" Included

PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED IN

THIS DRAWING IS THE SOLE PROPERTY
OF SPORTSFIELD SPECIALTIES INC.

ANY REPRODUCTION IN PART OR AS A

WHOLE WITHOUT THE WRITTEN

PERMISSION OF SPORTSFIELD
SPECIALTIES INC. IS PROHIBITED. Not To Scale Sportsfield Specialties Inc 06042020 Ball Safety System Netting Post Pad
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 234 of 235 Page 524 of 1219
1" PVC Drain Stub For
Positive Connection
To Subsurface
Drainage System
(Installed By Others)
Synthetic Infill Turf
Attachment Ledge
3/8" Perforated
Drainage Holes
SG2S® Cover Plug
Aluminum Construction
with Gasket Seal
Access Frame
1/8" Aluminum
with Open Bottom
1-1/4"H Flexible
Gasket Seals
Synthetic Turf Provided by
and Installed by Others
Anchor
Bolts
1/8" x 4.5'L Galvanized Wire
Anchoring Cable, Black Vinyl Coated
to 3/16" Diameter with Two (2)
Crimped Looped Ends and 7/16"
Spring Hook
(Lock By Others)
7 Gauge Steel Anchor
Plate with Weld-on Pad
Eye, Powder Coated
Finish
14" Square
1 5/8"
Dimension From Top of
Synthetic Turf
Attachment Ledge to
Top of Gasket
10 5/8"
Overall Height
9"
Dimension From Top
of Synthetic Turf
Attachment Ledge
to Bottom of Box
SG2SCC for use with Either Round Faced or Square Post
Soccer Goals Installed in Synthetic Turf Applications

PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED IN

THIS DRAWING IS THE SOLE PROPERTY
OF SPORTSFIELD SPECIALTIES INC.

ANY REPRODUCTION IN PART OR AS A

WHOLE WITHOUT THE WRITTEN

PERMISSION OF SPORTSFIELD
SPECIALTIES INC. IS PROHIBITED. Not To Scale Sportsfield Specialties Inc 05052020 SG2SCC Stand Alone Soccer Goal Safety System With Cable Clamp with Infill Retainer System for Synthetic Turf Applications Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 235 of 235 Page 525 of 1219
Lugd Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs
Addendum No 5
Auoust 30.2024
September 09, 2024
Document Control Page 1 l of 169
BID

CITY OF CUDAHY
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Gudahy, CA 90201
CITY PROJECT #PRE.OOs

TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF CUDAHY The undersigned, as Bidder, declares that: (1) this Bid is made without collusion with any other person and that the only persons or parties interested as principals are those named herein, (2) the undersigned has carefully examined the Contract Documents (including allAddenda) and the Project site; and (3) the undersigned has investigated and is satisfied as to the conditions to be encountered, the character, quality and quantities of Work to be performed, and the materials to be furnished. Furthermore, the undersigned agrees that submission of this Bid shall be conclusive evidence that such examination and investigation have been made and agrees, in the event the Contract be awarded to it, to execute the Contract with the City of Cudahy perform the Project in accordance with the Contract Documents in the time and manner therein prescribed, and to furnish or provide all materials, labor, tools, equipment, apparatus and other means necessary so to do, except as may otherwise be furnished or provided under the terms of the Contract Documents, for the following stated unit prices or lump-sum price as submitted on the Bid herein.

Bidder acknowledges receipt of all addenda, as follows:

Addendum No. 1 Date: August 15, 2024
Addendu m No. 2and 3 Date: August 19,2024
Addendum ruo. 4 Date:

Date:

The undersigned submits as part of this Bid a completed copy of its lndustrial Safety Record. This Safety Record includes all construction Work undertaken in California by the undersigned and any partnership, joint venture or corporation that any principal of the undersigned participated in as a principal or owner for the last five (5) calendar years and the current calendar year before the date of Bid submittal. Separate information is being submitted for each such partnership, joint venture, or corporate or individual Bidder. The undersigned may attach any additional information or explanation of data that it would like to be taken into consideration in evaluating the Safety Record. An explanation of the circumstances surrounding any and all fatalities is attached.

Accompanying this Bid is cash, a cashier's check, a certified check or a Bid Bond in an amount equal to at least ten percent (10Yo) of the total aggregate Bid price based on the quantities shown and the unit prices quoted. The undersigned further agrees that, should it be awarded the Contract and thereafter fail or refuse to execute the Contract and provide the required evidence of insurance and Bonds within fifteen (15) Days after delivery of the Contract to the undersigned, then the cash, check or Bid Bond shall be forfeited to the City to the extent permitted by law.

BID B-1
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID" Attachment CPage 526 of 1219
Lug6 ea* Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs
01t31t2026
Bidder,s Name
by the State as a contractor to perform lhis type
Contractor's License Number 803447 Class A; B. Q8;which expires on c12', C61lD12
Date: 09/1712024
Document Control Page 1 2 of 1 69
The undersigned certifies to have a minimum of three (3) consecutive years of current experience in the type of Work related to the Project and that this experience is in actual operation of the firm with permanent employees performing a part of the Work as distinct from a firm operating entirely by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed of Work. The undersigned possesses California
I nc.

Signature:

Signature:
titte: President
Title: Date
BID B-2
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES lN SECTION "BID"

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Lug$ Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OO5 Document Control Page 1 3 of 1 69

CITY OF CUDAHY

BID SHEETS FOR
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
CITY PROJECT #PRE.OOs
Bidder's Name: Byrom-Davey, Inc
To the Honorable Mayor and Members of the City Council:
ln compliance with the Notice lnviting Bids, the undersigned hereby agrees to execute the Contract to furnish all labor, materials, equipment and supplies for the Project in accordance with the Contract Documents to the satisfaction and under the direction of the City Engineer, at the following prices:

B!D SCHEDULE:

ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICES EXTENDED
AMOUNT
1 Mobilization
( Fencin g, staki n g, traff ic control, AlqifglegqL
1 LS $
-13/ 6oD- $ 3
2 Demolition

2.1 Clearing & Grubbing
'150 SF $ //,rr0 $ ,Jl /,6 6o rto

2.2 Removal and disposal of Turf/Fabric 54,1 00 SF o, 7n $4 I q8 'oc
23 Removal and disposal of performance pad 13,700 SF $ I , $ ,5,341 .00 24 Removal and store of performance pad
(assumes 750/o of existing pad is re-useable)
40 400 SF $ 0. $ I / 6b.0v
3 Erosion Control
(Temporary Water Pollution Control)
1 LS s Lo .lLn ou $ Lo ,16o'o
4 Earthwork and Grading

4.1 Excavation 430 CY 33 b"Do $-a7 q6o
*

4.2 Aggregate Base 650 TN $ iD5.no $ icD 7Joo"

4.3 Grinding/Grading 54,'100 SF $ Qr $)-1-blq N4.4 Leveling Fines 100 TN $ qD ^do $ ?,duc dc

4.5 Finish Grading 54,1 00 SF $ o.'37 $ Zo,ol/.a)
5 Gonstruclion
51 Synthetic Turf ('100 oz product, non{ill, dense) 54,1 00 SF $ a.sq S-7Jt hlq "0o

5.2 Re-install existing pad
(assumes 750/o of existing pad is re-useable)
40,400 SF 7 $ ,?7, 068,po
53 lnstall new pad (To match existing) 13,700 SF $ 1.43 $i34531-,-oo

5.4 Geotextile/Liner 54,'100 SF s o.87 $ 4^,067 oa
55 2" Mainline 555 LF $ 4' ,,54 slb-+1-07-)stBID B-3
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT S AND PAGES ]N SECTION "BID''

Page 528 of 1219 ends

ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICES EXTENDED
AMOUNT

5.6 Quick Couplers 4 EA $116..o c $ /7q2, oc

5.7 BallValves 1 EA $ Jr{r rl} $ 143 ,oo

5.8 Soil prep and sod trench 150 SF $ ll,oa $ lb 5'),Oo

5.9 Soccer Goal Anchors 4 EA $ ?jb oc $'3 6tl ,N
510 Light Pole Pads 7 EA $13"t4 oo $ q{c7,(p

5.11 Fence Cap 1,000 LF $ q.Do $ ?.{)Do. oo
TOTAL BID AMOUNT $ '112,953,2
LugoPark Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs

TOTAL BID PRICE IN DIG

TOTAL BID PRICE IN
Signature
Signature
172
Document Control Page 14 of 169
"LO -+4* th,vdcv/
qnl
President Date: 0911712024
Title Date
C, [' -e
HlrnVl ctut?s
Titte
The award of Contract shall be based on the TOTAL BID AMOUNT. ln the case of discrepancies in the amount of bid, unit prices shall govern over extended amounts, and words shall govern over figures.

Full compensation for the items listed to the
right as ltems A, B, C, D and E are considered
as inclusive in each Bid ltem listed above in
the Bid Schedule as applicable, and no
additional and/or separate compensation will
be allowed.

A. Mobilization / Demobilization
B. Traffic Control
C. NPDES, \ A/VECP, and Best Management
Practices (BMPs), Public Convenience and
Safety
D. Construction Staking by Land Survevor
E. Clearinq and Grubbinq
The bid prices shall include any and all costs, including labor, materials, appurtenant expenses, taxes, royalties and any and all other incidental costs to complete the project, in compliance with the Bid and Contract Documents and all applicable codes and standards.

The City reserves the right to add, delete, increase, or decrease the amount of any quantity shown and to delete any item from the contract and pay the contractor at the bid unit prices so long as the total amount of change does not exceed 25% (plus or minus) of the total bid amount for the entire project. lf the change exceeds 25o/o, a change order may be negotiated to adiust unit bid prices.

All other work items not specifically listed in the bid schedule, but necessary to complete the work per bid and contract documents and all applicable codes and standards are assumed to be included in the bid prices.

A bid is required for the entire work, that the quantities set forth in the Bid Schedule are to calculate total bid amount, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. 'rtl(-
i/ttL
BID B4
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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CIry PROJECT #PRE-OOs Document Control Page 15 of 169
QUESTIONNA!RE FORM
Fill out all of the following information. Attach additional sheets if necessary (1) Bidde/s Name Byrom-Davey, lnc.
(2) lf the Bidder's name is a fictitious name, who or what is the full name of the registered owner? lf the Bidder's name is not a fictitious name, write "N/A" in the response to this question. lf you are doing business under a fictitious name, provide a copy of the filed valid Fictitious Business Name Statement.
(3)
(4)
(5)
(6)
(7)
Business Address: 13220 Evening Creek Drive South, Suite 103, San Diego, Ca92128 Telephone: 858-513-7199 Facsimile: 858-513-7198
Type of Firm - lndividual, Partnership, LLC or Corporation Corporation Corporation organized under the laws of the State of: California California State Contractor's License Number and Class: 803447 A; B; C8; C12;
c61tD12
Original Date lssued 01t2312002 Expiration Da:rr: 01 131 12026 (8) DIR Contractor Registration Number: 100 000 0392
s) who inspected the Project site for your firm. (e)
(10) The Bidder declares that he/she has carefully read and examined the plans, specifications, bid documents, and he/she has made a personal examination of the site (indicate name of the person, representing the bidder, who inspected the site and date below) and that he/she understands the exact scope of the Project WITHOUT QUESTION.

Name of Person who inspected the site
Date of lnspection:

Joe Taylor - Superintendent
(1 1) Number of years' experience the company has as a contractor in construction work: 23 years (12) List the names, titles, addresses and telephone numbers of all individuals, firm members, partners, joint venturers, and company or corporate officers having a principal interest in Bid:

List the name
Joe Taylor
and title of the person(
- Superintendent
08t2812024
Steve Preside
Paul Pankow Sr. Vice President 858-513-7199 x104 El Cajon, Christine Butler Treasurer 858=513=7199 x1 10 Eseondid
Eric Jennings Vice President 858-513-7199 x109 Fontana, CA (13) List all current and prior D.B.A.'s, aliases, and fictitious business names for any principal having interest in this Bid:
o, ca
CA
O, CA
EIDDER SXALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID" BID B-5

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CITY PROJECT #PRE.OOs Document Control Page 16 of 169
N/A
(14) List the dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this Bid:

N/A
(15) For all arbitrations, lawsuits, settlements, and the like (in or out of court) that the company or any principal having an interest in this Bid has been involved with in the past five (5) years:
a List the names, addresses and telephone numbers of contact persons for the parties:

N/A
b. Briefly summarize the parties'claims and defenses
N/A
c. State the tribunal (e.9., Superior Court, American Arbitration Association, etc.), the matter number, and the outcome:

N/A
(16) Has the company or any principal having an interest in this Bid ever had a contract terminated by the owner or agency? lf yes, explain.

N/A
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID'' BID B-6

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Lugo Park Soccer Field Rehabilitation Projecl
CITY PROJECT #PRE-OOs Document Control Page 1 7 of 't 69 (17) Has the company or any principal having an interest in this Bid ever failed to complete a project? lf yes, explain.

N/A
BID B-7
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT S AND PAGES IN SECTION "BID"

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs Document Control Page 1 8 of 1 69 (18) Has the company or any principal having an interest in this Bid ever been terminated for cause, even if it was converted to a "termination of convenience"? l'f yes, explain.

N/A
(19) For projects that the company or any principal having an interest in this Bid has been involved with in the last five (5) years, did you have any claims or actions:
a. By you against the owner? Circle one: Yes
b. By the owner against you? Circle one: Yes
c. By any outside ual for labor compliance?
Circle one:
d. By Subcontractors? Circle one: Yes
Yes
CS
e. Are any of these
Circle one: Yr
actions unresolved or outstanding?
lf your answer is "yes" to any part or parts of this question, explain No
No
N/A
(20) List the last three (3) prolects you have worked on or are currently working on for the City of Cudahy:

We have not worked in the City of Cudahy
BID B-8
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BI D" No

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Lugb Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OO5 Document Control Page I I of 1 69 Upon request of the City, the Bidder shall furnish evidence showing a notarized financial statement, financial data, construction experience, or other additional information.

Failure to provide truthful answers to the questions above or in the following References Form may result in the Bid being deemed non-responsive.

The Bidder certifies under penalty of perjury under the laws of the State the information provided above is true and correct
Companv
Signature:
riue: Presiden!
Date: 0
Signature
Title:

Date:

BID B-9
BIDDER SHALL COMPLETE AND SUBM]T ALL DOCUMENTS AND PAGES IN SECTION "BID

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CITY PROJECT #PRE-OOs Document Conkol Page 20 of 1 69

REFERENCES FORM
For all public agency projects in excess of $15,000 that you are currently working on or have worked on in the past two (2) years, provide the following information:

Project 1 Name/Number Anaheim High SchoolTrack & Field
Project Description Construction of new track & field
Approximate Construction Dates From: January 2023 To: December 2023 Agency Name: Anaheim Union High School District
Contact Person Jennifer Keys Telephone 714-999-2380
Address: 501 North Crescent Way, Anaheim, CA 92801
Original Contract Amount g 7,650,9a8.00 Final Contract Amount: 7,691,885.00 lf final amount is different from original amount, please explain (change orders, extra work, etc.) Change orderes
Did you or any Subcontractor, file any claims against the Agency? Circie one: Yes [fG-'l
Did the Agency file any claims against you? Circle one: Yes tf,r-l lf you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 2 Name/Number Pomona College Football/ Soccer Field Project Description Construction of new synthetic turf field Approximate Construction Date From: 0512012024 To 08t1212024 Agency Name:

Contact Person
Pomona College
Telephone B1 8-669-1 875
Address: 101 North College Way, Claremont, Ca 91711
Brian Faber
Orig inal Contract Amount:

BID
92,241,683 00 Final Contract Amount: $
2,266,177.00
B-10
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT ,S AND PAGES IN SECTION "BID''

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CITY PROJECT #PRE-OOs Document Control Page 21 o'( 169
lf final amount is different from original amount, please explain (change orders, extra work, etc.) Change orders
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes f-iVdl
Did the Agency file any claims against you? Circle one: Yes g$ lf you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 3 Name/Num5s1 Western High School Football/Soccer Field Project Description Construction of synthetic turf football field/stadium Approximate Construction Dates From: March 2023 To: Marct'r 2024 Agency Name Anaheim Union High School District
Contact person: Jennifer Keys Telephone 714-999-2380
Address: 501 North Crescent Way, Anaheim, CA 92801
Original Contract Amount: $
11,415,455.00 Final Contract Amount e 1 1,738,0593.00
lf final amount is different from original amount, please explain (change orders, extra work, etc.) Change orderes
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes fT;l
Did the Agency file any claims against you? Circle one: Yes FV6'l lf you answered yes to either of the above two questions, please explain and indicate outcome of claims.

BID B-11
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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CITY PROJECT #PRE.OOs Document Control Page 22ot 169
Project 4 Name/Num5sp Bonita High School Stadium
Project Description Construct new stadium including synthetic turf Approximate Construction Dates From: September 20211q January 2023 Agency Name: Sweetwater Union High School District
Contact Person Armando Murillo Telephone: 619-218-1 1 15 Address: 1 130 Fifth Ave. Chula Vista, CA 9191 1
Original Contract Amount: $
15,697,027.00 Final Contract Amount: $
15,647,811.0
lf final amount is different from original amount, please explain (change orders, extra work, etc.) Change orderes
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes l1\Ifl
Did the Agency file any claims against you? Circle one: Yes I\U lf you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 5 Name/Numbe ''
Arroyo Park Soccer Field
Project Description Construct new nthetic turf soccer field Approximate Construction Dates From: September 2023 1s. April2024 Agency Name:

Contact Person
City of Newport Beach
Telephone 31 0-383-4790
Address: 100 Civic Center Dr., Newport Beach, CA 92660
Tom Sandefur
Original Contract Amount: 2,596 027 00 Final Contract Amount: g 2,780,400.00 lf final amount is different from original amount, please explain (change orders, extra work, etc.) Change
BlD
orders
B-12
Btooen sHALL coMpLETE AND suBMlr ALL DocUMENTS AND PAGES IN SECTION "BID"

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CITY PROJECT #PRE.OOs Document Control Page 23 of '169
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes
Did the Agency file any claims against you? Circle one: Yes F$tl.I lf you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Proiect 6 Name/Number Otay Ranch HiqhSchool Track & Field Project DescriPtion Reconstruct existing field and track Approximate Construction Dates From June 2023 To October 2023 Sweetwater Union High School District
No
Agency Name:

Contact Person Armando Murillo Telephone: 619-218-1 1 15 1130 Sth Ave, Chula Vista, Ca 9191 1
Address:

Original Contract Amount: S 3,060,027.00 Final Contract Amount: 2,924,754.00 lf final amount is different from original amount, please explain (change orders, extra work, etc.) Change orderes
Did you or any Subcontractor, file any claims against the Agency? Circie one: Yes fl(Iil}
Did the Agency file any claims against you? Circle one: Yes FVfrl lf you answered yes to either of the above two questions, please explain and indicate outcome of claims.

BID B-13
S ANO PAGES IN SECT]ON "BID" BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT

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Lu$o Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs Document Control Page 24 of '169
RESUME
Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Project.

BID B-',l4
E|ooen SHALL CoMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID,

Page 539 of 1219 ends

// PERSONNEL AND REFERENCES

KEY PERSONNET RESUME

JULIO DIAZ

GENERAT CONTRACTOR - SENIOR SUPERINTENDENT

YEARS WITH THE FIRM / INDUSTRY
21 Years with Byrom-Davey, lnc. | 23 Years in the lndustry

EDUCATION
Maric College - Associates of Science (Network Engineering Technology) United States Marine Corps: 1998-2002
pRoFESS|ONAL CERTTFTCATION / UCENSE / REGISTRATION
AGC - Storm Water Pollution Prevention Seminar
Excavation Awareness Program, OSHA 30 Certified, Trench Shoring Safety, Confined Space Certified, First Aid / CPR Certified

KEY QUALIFICATIONS
Julio takes pride in his jobsite with a proven record of over 23+ years of experience in the construction industry. Julio takes the time to understand the owners concerns and explains in detail the proposed solution that he sees fit while working with upper management.

PROJECT EXPERIENCE
CanyonCrestAcademy I San Diego,CA I S13M
San Dieguito Unified School District / Project Manager / (3) scoreboards, Landscaping, lrrigation and Drainage / Retaining walls, Bleachers, fencing concrete and masonry / building, masonry walls and finishing.

Fresno State University I Fresno, CA I SzM
Replaced existing infrastructure at Fresno State University Stadium Field and Replaced with new infrastructure and synthetic turf for their Division-1 lntercollegiate Football Program.

Laguna Hills High School I Laguna Hills, CA I S3lvl
Saddleback Valley Unified School District / Superintendent / Lease-Leaseback delivery / The project work involved upgrading the existing athletic fields for school which included new synthetic turf surfacing at the baseball, football / soccer, and softball fields.

Lynwood High School I Riverside, CA I S2M
Jurupa Valley Unified School District / Superintendent / lnstallation of artificial turf, underground utilities, ADA upgrades on path of travel, ornamental fence and gates, installation of scoreboard, concrete sidewalks, ramps and handrails, assessable parking lot, construction of monumental sign ornamental fence, landscaping renovation and construction or perforated metal screen wall
Oxnard Oceanview Middle School I San Diego, CA I S2M
SanDiegoCitySchools / Superintendent / Projectconsistsofthemodernizationof theHighSchool Stadium,which includes the construction ofthree (3) new buildings, assessable parking upgrades, and other appurtenances $) \\ Byrom-oaueu, lnc.
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Lugo Park Soccer Field Rehabilitation Pro.iect
CITY PROJECT #PRE-OOs Document Control Page 25 of 169

DESIGNATION OF SUBGONTRACTORS
[Public Contract Code Section 41041
List all Subcontractors who will perform Work or labor or render service to the Contractor in or about the construction of the Work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the Contractor, specially fabricates and installs a portion of the Work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor's total Bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half percent (0.5%) of the Contractor's total Bid or $10,000, whichever is greater. lf all Subcontractors do not fit on this page, attach another page listing all information for all other Subcontractors.
1 The percentage of the total Bid shall represent the "portion of the work" for the purposes of Public Contract Code Section 4104(b).

Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51o/o) of the Contract Price.

Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Numbe(s) and
Class(es)
DIR Contractor
Registration
Number
Address and
Phone Number
Type of Work
(e.9., Electrical)
Dollar Amount
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID" BID B-15

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs Document Control Page 25 of 169

DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or about the construction of the Work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the Contractor, specially fabricates and installs a portion of the Work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor's total Bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half percent (0.5%) of the Contractor's total Bid or $10,000, whichever is greater. lf all Subcontractors do not fit on this page, attach another page listing all information for all other Subcontractors.
1 The percentage of the total Bid shall represent the "portion of the work" for the purposes of Public Contract Code Section a10a(b).

Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51%) of the Contract Price.

Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Numbe(s) and
Class(es)
DIR Contractor
Regiskation
Number
Address and
Phone Number
Type of Work
(e.9., Electrical)
Dollar Amount
Vull64
0rclbl"v\
braAu,gEw<,
71b*44
*
C-bttD t u
/O0 o no
75 5b
335o i"X^fi
ear4to
t y {llta
crsT Ll
Or
,c* L
56,t{lv+rT-tl 9l1b/,ol5,ut
BIDOER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID'' BID B-15

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs Document Control Page 25 of 169

Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51Yo) of the Contract Price.

Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Numbe(s) and
Class(es)
DIR Contractor
Registration
Number
Address and
Phone Number
Type of Work
(e.9., Electrical)
Dollar Amount
BID B-15
BIDDER SHALL COMPLETE AND SUBMTT ALL DOCUMENTS AND PAGES IN SECTION "BID"

Page 543 of 1219 ends

Lugo Park Soccer Field Rehabilitation Projecl
CITY PROJECT #PRE.OOs Document Control Page 26 of 169

INDUSTRIAL SAFETY RECORD FORM
Bidder's Name BVfOm-DaveV. lnC.

The above information was compiled from the records that are available to me at this time and I declare under penalty of under the laws of the State of California that the information is true and accurate within s of those records
Signature Signature
Title
HFesioent
Current
Year of
Record
2023 2022 2021 2020 2019 Total
Number of contracts 16 13 27 21 21 20 118
Total dollar amount of contracts
(in thousands of dollars) 40M 43M 41M 37M 45M 42M 248M
Number of fatalities 0 0 0 0 0 0 0
Number of lost workday cases I 3 2 0 0 0 6
Number of lost workday cases
involving permanent transfer to
another job or termination of
employment
0 0
0 0 0
0 0
Date:
09t17 t2024
Date:

BID B-16
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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Lugb Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs Document Control Page 27 of 16g
Bond NO. Bid Bond

BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Cudahy ("City"
aS follOWS: Lugo Park Soccer Fietd Rehabititation
), has issued an invitation for Bids for the Work described Project, 7810 Otis Avenue, Cudahy, CA - City Project #PRE-005 WHEREAS Byrom-Davey, tnc., 13220 Evening Creek Drive South , Suite 103, San Diego, CA 92128 (Name and address of Bidder)
("Principal"), desires to submit a Bid to City for the Work.

WHEREAS, Bidders are required to furnish a form of Bidder's security with their Bids NOW, THEREFORE, we, the undersigned principal, gnd Arch lnsurance Company Harborside 3,210 Hudson St., Suite 300, Jersey City, NJ 0731 1 (Name and address of Surety/
("Surety"), a duly admitted surety insurer under
held and firmly bound unto the City in the penal
the laws of the State of California, as
sum of Ten Percent (10%) of Amount I
Surety, are
Bid
Dollars being not less than ten percent
(10%) of the total Bid price, in laMul money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, ad ministrators, successors, and assigns, jointly and severally, firmly by these presents 1 THE CONDITION OF THIS OBLIGATION lS SUCH THAT, if the hereby bounded principat is awarded the Contract for the Work by the City and, within the time and in t-he manner required by the bidding specifications, enters into the written form of Contract included with the bidding specifications, furnishes the required Bonds (one to guarantee faithful performance and the other to guarantee payment for labor and materials), and furnishes the required insurance coverage, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

In case suit is brought upon this instrument, Surety further agrees to pay all court costs incurred by the City in the suit and reasonable attorneys' fees in anlmount'fix-ed by the court. Surety hereby waives the provisions of Civil Code Section 2g45.

BID B-17
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCU MENTS AND PAGES IN SECTION "BID"

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Lugb Park Soccer Field Rehabilitation project
CIry PROJECT #PRE-OOs
lN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party Oeing hereto affixed and these firesents duly signed by its undersigned representative(s) pursu'ant toiuthority of its governing body.

Document Control Page 28 of 16g
Dated: September 18,2024
"Principal" "Surety"
,
lnc. Arch lnsurance Company
1 3220 Evening Creek Drive South, Harborside 3, 210 Hudson St., Suite 3OO, Jereey City, NJ 0731 1 By:

Its: Michelle Deligne,
This Bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be aftached.

By
Its:

By:

Its:

By:

Its:

Nofe.'
103, San Diego, C A 921
{JJ|jrtXAl l
tara
taft
Itur*ri
B!D B-18
BIDDER SHALL COMPLETE AND SUBMIT ALL DOC UMENTS AND PAGES IN SECTION "BID''

Page 546 of 1219 ends

Iltt Potgct otAfrotn4) li,,lft fie trE olthosc ndrn.d hq.in, add lhqt h{{,,e ,e auhorii,lo birrd thc Coi pany aep, in thc nonaa ard to the alat hcrda rtoted. Nu wlU lot ld.' Lmn, IAla of Clrflll, Curttr,qt naE, Int.rrzst Rtlc ot Ratdcntlal ialac cnamntces.

Klow A[ persols By Thcse prcscns: Por\IER oF ATT.RNEY
That thc fth h$r,oce comperr. y, a corporation orgadzed arrd existing rmder tte tanr of the state of Missanri havrng its pnncipal administative ofc? ,t J€rsey clty, New lersry (hereinafter referred to es the ',Cryvn) does hereby eppoint:

Michelle Deligne
its hre 8d le\r'ftI Artomey{s)in-Fact' to mate, €xerute, seal" ad deliv€r frm the date of issuance of rhis lrcum for and oo irs b&alf as surety, and es its act ,nd d€ed: Any md all bonds, undertakiogs, recognrzances md other surety obliptroos, in the penal sum not oceedrng one hundred ard Frffy Million Dollsrs 0 Jo.o0o.00o.@). Any aad all_boods, uodertakings, recopizaoces and ofher srety obligations Surety Bod Nunb€r: Bid Bond
Pnnopal: Byrom-Davev. Inc.
,
oblrg*: City of Cudafi CA
This adhority does not permrt the saoi obligation to b€ rylit iolo two or more bonds In cder to bnng each srrch bmd wrtfua the dollar limit of aulhtrlty as set forth hemnThe execution of srch boods' rmdettakings, recopizmces md o.th: surety {lig{roos iu ptrsumce of these preseols <hrlt !6 65 foqfl1ag rryoo the said co,rnpany as fully 1d T fv tg au rntents ard prposes, as if the same bad bem aty execitea aia achonieaged uy its reg"f,riy J;t d .tr." rt it "pri"ipa "GL-rt ti". office in Jersey City, New lersey
Thrs Power of Attomey rs executed by authmrty of resohlions adopted by rmanimors cmsent of the Board of Dmctors of the corryany m August 11, zoz2,tnre .trd accurate copies of which are hereinafter set fqth ad are hereby ceriffied [o by the rmdersiped Secretary "r u.i"f- n u f"r"e and efiect: "rorED' Tbat the ctaimm of the Bgrd. the Presidea! o' the Executive vice Presideat, or any searor vice president, of the suety Business Dvisioo, '. theb eppointees designated rn wntrng a'd lled mth the secrctaty, tr the se(Tetery slnll have tbe powo aad authuity to appoint ageots and rilornep-rn-fact, and to authorize them subject to the limitatims set foth in theirrespectile porrec of aprnry to execute oobehalf of tte c""i*v, i.a "tt "u the seal of the coryarry th6eto, boods, undertatings' rroppuzalces and other surfly obligatioas obllgatory ia the lahrre tlereo( md any srch officers oiG cooprry rry rpoint eguts for rcceptatrce of process " l.his fower-oiattorney is srgned' sealS l{^certrfied by facsimile under and by authon$ of the follorving resoluhon adopted by &q rner;mous .oflsent of the Board of firectors of the Cornpatry ofl August 3 t , 201 l TSBA2O24
I-OTED, That the sigrmhtr€ of the Charrrm of the Board, the President, or the F,:<ect[rve Mce presidmq or any Souor Vice President, ofthe Surcty Busraess Drrision. with the Secretary. and the signatrre of the Secretary. the sml of the Compeny, md certificatims bytheSecretary, may attoruery o bond executed prrsuant to the resolrsrm adopted rt is attached, shall
by the Board of Directors otr August 3 1. 2022, aod any such power so executd, sealed and certified uitth respect to any bond or undertaking to w*uch cdrtoue to be valid ard brn&ng uPon tte Conrpany. In Tcstioony or their appointees designated in writing
be affxed by facsinile or my power of
and filed
llterco( the Cornpany
Attested end Ccrtilied
has caused this instnroent to be siped aod its sed to be affixed by their authorized officers. this ln drv of Februan'. 202.1 Insumnce
Stephen C. Ruschak, Executive Vice President
Mrchele Tnpodr, Notary Public
My coormrssioo e:gires OZlltIZO:S
Regan A. Shulman, Secretary
STATE OF PENT{SYLyANIA SS
COL:{TY OF PIilI.]TI}ELPHL{ SS

CERTIFICATION
L{
grrro*tl(
rtAl tin
lbr*d
This Power of Attomey limils 1[s sg15 6f those named therein to the bmds md rmdertakings ip€c6ca1y except in 6€ ffier md to 8l€ extent hefein stet€d.

Regan Shulman, Secretary
named tberein and they have to eufrority to bmd the Coryany PLEASE SEND ALL CI.IU}I INQUIRIES RELATI}IG TO TEIS BOIID TO THE TOLLO$'ING ADDRESS: Arch Insurencc Coryeuy- Chtrns Dep.rt[t Et SurctyChins
P.O. Bor 542033
Omrhr, I\:E 6E154
srlrtfrrhlpslArrc]lEsurrr(c.oorn
To tcrtf], thc aalh.ntlcr'q, olthis potlta of Afiofiq:, plLas€ cofltact Arrh lrrsutancc Compaqt at [email protected] Pleasc tetct to lhe obogc namd -1flotttqt-ln-Fad arrd the dctdils of the bfld to (pt iosrr(
rtAr
t?7t
lbrrd
ArcPoA02052024
which lhe pofrfr ls ofiachedPrinted in u.s.A.

A.q)4-^'
purposes therein set fixth.
andStephetrC Ruschnlr to rne to whose names
a:rd State of
and as their own

Page 547 of 1219 ends

On Seotember 18. 2024 before me,
Dote
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT ctvtL coDE s 1189 State of Georgia
County of Coweta )
Here lnsert Nome ond Title Officer
Personally app eared Michelle Del
Name(s) of Signe(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrumentthe person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURy under the laws of the State of Georgia that the foregoing paragraph is true and correct.

WITNESS my hand and official seal
Sign
Signoture of Notory Public
Keiosha Smith
Place Notory Seal Above
OPNONAL-.*
Though this section is optionol, completing this informotion con deter olterotion of the document or froudulent reottachment of this form to on unintended document.

Description of Attached Document
Title or Type of Document Bid Bond Document Date September 18. 2024 Number of Pages three (3) Signer(s) OtherThan Named Above Capacity(iesf Claimed by Signer(s)
Signer's Name Signer,s Name trtrtr
u
tr
Partner
lndividual
trtrtrtr
Corporate Officer-Title(s) _ Corporate Officer-Title(s) Limited I General
Attorney in Fact
Pa rtner
lndividual
Trustee
trtrtr
Limited General
Attorney in Fact Trustee I Guardian orConservator Guardian or Conservator Other E o*,",
A nota ry public or other officer completing this certificate verifies only the identity of the individual wh o signed the document to which th is certificate ts attached, and not the truthful ness, or validity of that document.

Signer ls Representing Signer ls Representing
30, 2027
CO

Page 548 of 1219 ends

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
val of that document
State of California
County of San Dieqo )
On before me, Kelley M. Parham, Notary Public
(insert name and title of the officer)
personally appeared Steve Davev
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal ,7ffi,. XELLEY M. PARHA I W^^,"i#I,-ilit'frir,,
7z
Sign (Seal)

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'irgo e.* Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs Document Control Page 29 of 169
NONCOLLUSION DECLARATION FORtt'I

TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Public Contract Code Section 71061
The undersigned declares
r am the President
I declare under penalty of
true and correct and
San D o
ofB rom- lDe party making the foregoing
Bid
The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The Bid is genuine and not collusive or sham.

The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham Bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham Bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder. All statements contained in the Bid are true. The Bidder has not, directly or indirectly, submitted his or her Bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, Bid depository, or to any member or agent thereof, to effectuate a collusive or sham Bid, and has not paid, and will not pay, any Person or entity for such purpose.

Any person executing this declaration on behalf of a Bidderthat is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.
of the State of California that the foregoing is
is
Signature:

Printed Name:

Date:
executed on 0911712024 [date], at
tcityl, Califoril [stite].

Signature:

Printed Name:

Date:

Steve Davey
09t17 t2024
this declarati
the
BID B-19
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

Page 550 of 1219 ends

State of California
County of San )
On before me, Kelley M. Parham, Nota ry Public
(insert name and title of the officer)
personally appeared Steve Davev
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and officialseal
a
2 Signatu (Seal)

Page 551 of 1219 ends

'?l/e put our team to worfr
so jour team canp[a1
InG.
tgzzo Euening CreekDr. South
Suite *rc3
San Diego,Ca. gztz9
(8SB) stS-Ztgg
Fox (858) 5tg-7t98
wutut.by r om-dau ey. com

CORPORATE RESOLUTION
I, the undersigned Secretary of Byrom-Davey, Inc. (The "Corporation"), HEREBY CERTIFY that the corporation is organized and existing under and by virtue of the laws of the State of California as a corporation for profit, with its principal office at 13220 Evening Creek Drive South, Suite 103, San Diego, CAgZlzg, and is duly authorizedto transact business in the State of Califomia.

I FURTFIER CERTIFY that at a meeting of Directors of the Corporation duly called and held on October i, 2018 at which a quorum was present and voting, the following resolutions were adopted:

BE IT RESOLVED, that the following named officer of this Corporation, whose actual signature is shown below:

NAMES POSITIONS
STEVEN W. DAVEY
PAIIL D. PANKOW
ERIC S. JENNINGS SR.

CHzuSTINE A. BUTLER

PRESIDENT/SECRETARY
SR. VICE PRESIDENT

VICE PRESIDENT

TREASURER
acting for and on behalf of this corporation and as its act and deed be, and he hereby is authorized and empowered to negotiate, enter and sign into contract on behalf of the corporation.

BE IT FTIRTHER RESOLVED, that any and all acts authorized pursuant to these resolutions and performed prior to the passage to these resolutions are ratified and approved, that these Resolutions shall remain in full force and effect until written notice of their revocation shall have been delivered. Any such notice shall not affect any of the Corporation's agreements or commitments in effect at the time notice if given.

I FURTHER CERTIFY that the officer named above is duly elected by the Corporation, and occupy the positions set opposite his respective name; that the foregoing Resolutions now stand of record on the books of the Corporation; and that the Resolutions are in full force and effect and have not been modified or revoked in any manner whatsoever.

IN TESTIMONYWHEREOF, I have hereunto set my hand on November 16, 20 CALic. #BoS447 NV Lic. *59t62 W Lic. *7z9g8gt-55ot

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. Ligo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs Document Control Page 10 of 169

CHECKLIST FOR BIDDERS
The following information is required of all Bidders at the time of Bid submission Completed and Signed Bid Cover Form /
Completed and Signed Bid Sheets
Completed and Signed Questionnaire
Completed References Form
Resume of General Construction SuperintendenUOn-Site Construction Manager Completed Subcontractor Designation Form
Completed and Signed lndustrialSafety Record Form
Completed, Signed and Notarized Bid Bond or Other Security Form Signed Non-collusion Declaration Form
Evidence satisfactory to the City indicating the capacity of the person(s) signing the Bid to bind the Bidder.

Failure of the Bidder to provide all required information in a complete and accurate manner may cause the Bid to be considered non-responsive.
/
/
/
J
,/
a
-
Z
Checklist-1

Page 553 of 1219 ends

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005

CONTRACT

CITY OF CUDAHY CONTRACT FOR
LUGO PARK SOCCER FIELD REHABILITION PROJECT #PRE-005
THIS CONTRACT (“Contract”) is made and entered this December 3, 2024 (“Effective Date”), by and between the CITY OF CUDAHY, a California municipal corporation (“City”) and BYROM-DAVEY, INC, a (“Contractor”). Contractor’s California State Contractor’s license number is 803447; Class A; B; C8). Contractor’s DIR registration number is 100 000 0392.

In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows:

1. Contract Documents. The Contract Documents consist of this Contract and attached forms, the Notice Inviting Bids, Instructions to Bidders, Bid (including documentation accompanying the Bid and any post- Bid documentation submitted before the Notice of Award), the Bonds, permits from regulatory agencies with jurisdiction, General Provisions, Special Provisions, Plans, Standard Plans, Standard Specifications, Reference Specifications, Addenda, Change Orders, and Supplemental Agreements. The Contract Documents constitutes Contractor’s performance obligations and are attached hereto and incorporated herein by reference as follows:

Exhibit A: Bid Acknowledgement, Addendums, and Signatures Exhibit B: Notice Inviting Bids and Instructions to Bidders Exhibit C: Contractor’s Bid Submittal
Exhibit D: General Provisions
Exhibit E: Special Provisions
Exhibit F: Project Plans
Exhibit G: Project Specifications
Exhibit H: Project Cutsheets

2. Scope of Services. Contractor shall perform the Work in a good and workmanlike manner for the project identified as Lugo Park Soccer Field Rehabilitation Project (“Project”), as described in this Contract and in the Contract Documents.

3. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of NINE HUNDRED SEVENTY-TWO THOUSAND NINE HUNDRED FIFTY-EIGHT AND TWENTY CENTS ($972,958.20) in accordance with the prices as submitted in the Bid.

4. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: Workers’ Compensation Certificate of Insurance, Additional Insured Endorsement (Comprehensive General Liability), Additional Insured Endorsement (Automobile Liability), and Additional Insured Endorsement (Excess Liability).

5. Antitrust Claims. In entering into this Contract, Contractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. § 15) or under the Cartwright Act (Business and Professions Code Section 16700 et seq.) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time City tenders final payment to Contractor without further acknowledgment by the parties.

Attachment DPage 554 of 1219
Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005

6. Prevailing Wages. City and Contractor acknowledge that the Project is a public work to which prevailing wages apply.

7. Workers’ Compensation. Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of Labor Code Section 1861, by signing this Contract, the Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”

8. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or describe the scope or intent of this Contract or any part of it.

9. Authority. Any person executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.

10. Entire Agreement. This Contract, including the Contract Documents and any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Contract supersedes all prior oral or written negotiations, representations, or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Contract.

11. Counterparts. This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. [Signatures on next page]

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
IN WITNESS WHEREOF, the parties hereto have executed the Contract the day and year first above written.

CITY OF CUDAHY:

By:__________________________
Alfonso Noyola
City Manager
Date:________________________
BYROM-DAVEY, INC.:

By:____________________________
Name:_________________________
Title:__________________________
Date:__________________________
APPROVED AS TO FORM:

By:__________________________
Stephanie Arechiga
City Attorney
Date:________________________

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Bond No.

PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Cudahy (“City”), State of California, has awarded to (“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
(Project name)
WHEREAS, under the terms of the Contract, the Principal is required before entering upon the performance of the Work, to file a good and sufficient payment Bond with the City to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code.

NOW, THEREFORE, we, the undersigned Principal, and
(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City and all contractors, subcontractors, laborers, material suppliers, and other persons employed in the performance of the Contract and referred to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the penal sum of Dollars ($ ), this amount being not less than the total Contract Price, for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this Work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this Bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this Bond.

Upon expiration of the time within which the California Labor Commissioner may serve a civil wage and penalty assessment against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1741, and upon expiration of the time within which a joint labor management committee may commence an action against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Section 1771.2, if the condition of this Bond be fully performed, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract or the Specifications accompanying the same shall in any manner affect its obligations on this Bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated:
“Principal” “Surety”
By:

Its
By:

Its
(Seal)
By:

Its
By:

Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located.

Page 558 of 1219 ends

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Bond No.

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Cudahy (“City”), has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
(Project name)
WHEREAS, Principal is required under the terms of the Contract to furnish a Bond for the faithful performance of the Contract.

NOW, THEREFORE, we, the undersigned Principal, and
, (Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City in the penal sum of Dollars ($ ), this amount being not less than the
total Contract Price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors executors and administrators, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Contract and any alteration thereof made as therein provided, on the Principal’s part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety hereby waives any statute of limitations as it applies to an action on this Bond.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or of the Work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the specifications. Surety hereby waives the provisions of California

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Civil Code Sections 2845 and 2849. The City is the principal beneficiary of this Bond and has all rights of a party hereto.

Dated:
“Principal” “Surety”
By:

Its
By:

Its
(Seal)
By:

Its
By:

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
WORKERS’ COMPENSATION

CERTIFICATE OF INSURANCE
WHEREAS, the City of Cudahy (“City”) has required certain insurance to be provided by:

NOW THEREFORE, the undersigned insurance company does hereby certify that it has issued the policy or policies described below to the following named insureds and that the same are in force at this time:

1. This certificate is issued to:

City of Cudahy
City Hall
, California
The insureds under such policy or policies are:

2. Workers’ Compensation Policy or Policies in a form approved by the Insurance Commissioner of California covering all operations of the named insureds as follows:

Policy Number Effective Date Expiration Date
By: Its Authorized Representative

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CITY PROJECT #PRE-005

ADDITIONAL INSURED ENDORSEMENT

COMPREHENSIVE GENERAL LIABILITY
Name and address of named insured (“Named Insured”):

Name and address of insurance company (“Company”):

General description of agreement(s), permit(s), license(s), and/or activity(ies) insured:

Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The City of Cudahy (“City”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above-named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company’s liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company’s limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions, and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to City, by certified mail, return receipt requested, not less than thirty (30) Days before the effective date thereof. In the event of Company’s failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

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CITY PROJECT #PRE-005

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to City at:

City Manager
City of Cudahy
City Hall
, California

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter, or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH THIS

ENDORSEMENT ATTACHES

POLICY PERIOD

FROM/TO

LIMITS OF

LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Contractual Liability □ Explosion Hazard
□ Owners/Landlords/Tenants □ Collapse Hazard
□ Manufacturers/Contractors □ Underground Property Damage □ Products/Completed Operations □ Pollution Liability
□ Broad Form Property Damage □ Liquor Liability
□ Extended Bodily Injury □
□ Broad Form Comprehensive □
□ General Liability Endorsement □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: if none,
so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .

I, (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)

Page 563 of 1219 ends

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005

ADDITIONAL INSURED ENDORSEMENT

AUTOMOBILE LIABILITY
Name and address of named insured (“Named Insured”):

Name and address of insurance company (“Company”):

General description of agreement(s), permit(s), license(s), and/or activity(ies) insured:

Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to City, by certified mail, return receipt requested, not less than thirty (30) Days before the effective date thereto. In the event of Company’s failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

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CITY PROJECT #PRE-005

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to City at:

City Manager
City of Cudahy
City Hall
, California

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH THIS

ENDORSEMENT ATTACHES

POLICY PERIOD

FROM/TO

LIMITS OF

LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Any Automobiles □ Truckers Coverage
□ All Owned Automobiles □ Motor Carrier Act
□ Non-owned Automobiles □ Bus Regulatory Reform Act
□ Hired Automobiles □ Public Livery Coverage
□ Scheduled Automobiles □
□ Garage Coverage □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005

ADDITIONAL INSURED ENDORSEMENT

EXCESS LIABILITY
Name and address of named insured (“Named Insured”):

Name and address of insurance company (“Company”):

General description of agreement(s), permit(s), license(s), and/or activity(ies) insured:

Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought, except with respect to the limits of the Company’s liability.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to City, by certified mail, return receipt requested, not less than thirty (30) Days before the effective date thereto. In the event of Company’s failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to City at:

City Manager
City of Cudahy
City Hall
, California

TYPE OF COVERAGES TO WHICH THIS

ENDORSEMENT ATTACHES

POLICY PERIOD

FROM/TO

LIMITS OF

LIABILITY
□ Following Form
□ Umbrella Liability
□

11. Applicable underlying coverages:

INSURANCE COMPANY POLICY NUMBER AMOUNT

12. The following inclusions, exclusions, extensions, or specific provisions relate to the above coverages:

13. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

14. This is an □ occurrence or □ claims made policy (check one).

15. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .

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Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
I, (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)

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EXHIBIT A

BID ACKNOWLEDGEMENT, ADDENDUMS, AND SIGNATURES

Page 569 of 1219 ends

Lugd Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs
Addendum No 5
Auoust 30.2024
September 09, 2024
Document Control Page 1 l of 169
BID

CITY OF CUDAHY
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Gudahy, CA 90201
CITY PROJECT #PRE.OOs

Bidder acknowledges receipt of all addenda, as follows:

Addendum No. 1 Date: August 15, 2024
Addendu m No. 2and 3 Date: August 19,2024
Addendum ruo. 4 Date:

Date:

BID B-1
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

Page 570 of 1219 ends

Lug6 ea* Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs
01t31t2026
Bidder,s Name
by the State as a contractor to perform lhis type
Contractor's License Number 803447 Class A; B. Q8;which expires on c12', C61lD12
Date: 09/1712024
Document Control Page 1 2 of 1 69
The undersigned certifies to have a minimum of three (3) consecutive years of current experience in the type of Work related to the Project and that this experience is in actual operation of the firm with permanent employees performing a part of the Work as distinct from a firm operating entirely by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed of Work. The undersigned possesses California
I nc.

Signature:

Signature:
titte: President
Title: Date
BID B-2
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES lN SECTION "BID"

Page 571 of 1219 ends

CITY OF CUDAHY, CALIFORNIA
ADDENDUM #1

BIDDING AND CONTRACT DOCUMENTS, PLANS AND

SPECIFICATIONS
for

LUGO PARK SOCCER FIELD REHABILITATION PROJECT
CITY PROJECT NUMBER #PRE-005
Date Issued: August 15, 2024

Page 572 of 1219 ends

Addendum 1, Page 1 of 1
Addendum for: LUGO PARK SOCCER FIELD REHABILITATION PROJECT Addendum No.: 1
Addendum Date: August 15, 2024
Issued by: City of Cudahy
Reminder 1: Bid due date is not changed.

Bids are due at 3:00 PM, on Wednesday, September 18th, 2024.

Reminder 2: Please sign Addenda Acknowledgement on page B.1 of Bid Package Section B Titled “BID”. Entire Section B shall be submitted as Bidder’s Bid.

The Engineer’s estimate is $875,000.00 and the anticipated construction start is November 2024.

Issued by City of Cudahy

Page 573 of 1219 ends

CITY OF CUDAHY, CALIFORNIA
ADDENDUM #2

BIDDING AND CONTRACT DOCUMENTS, PLANS AND

SPECIFICATIONS
for

LUGO PARK SOCCER FIELD REHABILITATION PROJECT
CITY PROJECT NUMBER #PRE-005
Date Issued: August 19, 2024

Page 574 of 1219 ends

Addendum 2, Page 1 of 1
Addendum for: LUGO PARK SOCCER FIELD REHABILITATION PROJECT Addendum No.: 2
Addendum Date: August 19, 2024
Issued by: City of Cudahy
Reminder 1: Bid due date is not changed.

Bids are due at 3:00 PM, on Wednesday, September 18th, 2024.

Reminder 2: Please sign Addenda Acknowledgement on page B.1 of Bid Package Section B Titled “BID”. Entire Section B shall be submitted as Bidder’s Bid.

An approved equal may be considered. The contractor needs to submit the “equivalent” early, an RFI, for the designer to determine if it is an equivalent product for consideration to approve.

Issued by City of Cudahy

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CITY OF CUDAHY, CALIFORNIA
ADDENDUM #3

BIDDING AND CONTRACT DOCUMENTS, PLANS AND

SPECIFICATIONS
for

LUGO PARK SOCCER FIELD REHABILITATION PROJECT
CITY PROJECT NUMBER #PRE-005
Date Issued: August 19, 2024

Page 576 of 1219 ends

Addendum 3, Page 1 of 1
Addendum for: LUGO PARK SOCCER FIELD REHABILITATION PROJECT Addendum No.: 3
Addendum Date: August 19, 2024
Issued by: City of Cudahy
Reminder 1: Bid due date is not changed.

Bids are due at 3:00 PM, on Wednesday, September 18th, 2024.

Reminder 2: Please sign Addenda Acknowledgement on page B.1 of Bid Package Section B Titled “BID”. Entire Section B shall be submitted as Bidder’s Bid.

1. NIB-1 - MANDATORY PRE-BID MEETING AND SITE VISIT. A mandatory pre-bid meeting will be held on Wednesday, August 28, 2024, at 9:00 AM to 9:45 AM at Lugo Park Soccer Field, 7810 Otis Ave, Cudahy, CA 90201.

2. NIB-2 - LICENSES. The City will expand the Bid to allow a Class A license Contractor.

Issued by City of Cudahy

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CITY OF CUDAHY, CALIFORNIA
ADDENDUM #4

BIDDING AND CONTRACT DOCUMENTS, PLANS AND

SPECIFICATIONS
for

LUGO PARK SOCCER FIELD REHABILITATION PROJECT
CITY PROJECT NUMBER #PRE-005
Date Issued: August 30, 2024

Page 578 of 1219 ends

Addendum 4, Page 1 of 1
Addendum for: LUGO PARK SOCCER FIELD REHABILITATION PROJECT Addendum No.: 4
Addendum Date: August 30, 2024
Issued by: City of Cudahy
Reminder 1: Bid due date is not changed.

Bids are due at 3:00 PM, on Wednesday, September 18th, 2024.

Reminder 2: Please sign Addenda Acknowledgement on page B.1 of Bid Package Section B Titled “BID”. Entire Section B shall be submitted as Bidder’s Bid.

1. Question: The spec calls for a "non-infilled" synthetic turf system. Can you confirm no product of any kind will be added for Ballast or any other reason? Answer: The intent is to remove infill from the project, and any associated costs and issues. With the heavy and dense specified turf design, no ballast material is required. For any Bid Substitutions, See #2 below.

2. Question: Are substitutions allowed for the synthetic turf system? If so, can you confirm the process and date to submit by?

Answer: Yes. Any vendor wishing to provide a Substitute shall adhere to the following items of the Synthetic Turf System specification; North American yarn materials, 3/8” gauge, 1.25” pile height, 100 oz/sy fiber face weight, and a combination of parallel slit film fibers and monofilament fibers. Infill materials can be used, excluding crumb rubber, with quantities enough to allow a maximum of ½” turf reveal.

Bid substitution info (PDF Turf Product cut sheets, including infill) shall be submitted for review by September 6th, 1 pm. Reviews will be posted by September 10th.

3. Other vendors have expresses concerns about not being able to provide a turf product from the current spec.

Answer: See Answer #2.

Issued by City of Cudahy

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CITY OF CUDAHY, CALIFORNIA
ADDENDUM #5

BIDDING AND CONTRACT DOCUMENTS, PLANS AND

SPECIFICATIONS
for

LUGO PARK SOCCER FIELD REHABILITATION PROJECT
CITY PROJECT NUMBER #PRE-005
Date Issued: September 9, 2024

Page 580 of 1219 ends

Addendum 5, Page 1 of 1
Addendum for: LUGO PARK SOCCER FIELD REHABILITATION PROJECT Addendum No.: 5
Addendum Date: September 9, 2024
Issued by: City of Cudahy
Reminder 1: Bid due date is not changed.

Bids are due at 3:00 PM, on Wednesday, September 18th, 2024.

Reminder 2: Please sign Addenda Acknowledgement on page B.1 of Bid Package Section B Titled “BID”. Entire Section B shall be submitted as Bidder’s Bid.

1. Per project specification section 321813, the proposed Bid Substitution of the Pivot material, provided by Hellas, is approved.

Attachments:

Attachment 1 – Pivot Product Cut Sheet
Issued by City of Cudahy

Page 581 of 1219 ends

No Infill. No Microplastics. No PFAS.

Pivottm by TenCate is a true game changer. Designed with extensive feedback from top-level athletes, Pivottm by TenCate provides ultimate performance, maximum player comfort and ultra-durability.

Page 582 of 1219 ends

TURF
PILE CONTENT TenCate XP+ U.V. resistant slit film,
combined with TenCate semi-TXT
and TXT monofilament root zone.

BEST FOR FOOTBALL, SOCCER,

BASEBALL, INDOOR

BLEND OF DURABLE SLIT FILM AND

SEMI-TEXTURIZED AND TEXTURIZED

1.25" SPECS

Page 583 of 1219 ends

PRODUCT INFORMATION

BLUE LAGOON
Pantone: 2925C
ORANGE
Pantone: 166C

RED CLAY
Pantone: 7526C

CRIMSON
Pantone: 202C
TAN
Pantone: 728C
BLUPLE
Pantone: 268C

NAVY BLUE
Pantone: 282C

FLORIDA BLUE
Pantone: 281C
BROWN
Pantone: 1545C

BRIGHT YELLOW
Pantone: 136C

VEGAS GOLD
Pantone: 466C
WHITE
Pantone: 000
GRAY
Pantone: 422+429
RED
Pantone: 185C
BLACK
Pantone: 000C

FIELD GREEN
Pantone: 575C

LIME GREEN
Pantone: 7496C

FIELD GREEN/
LIME GREEN*
ALL COLORS SHOWN ARE FOR REPRESENTATION ONLY. ACTUAL COLOR MAY VARY.

WHITE
Pantone: 000

FIELD GREEN
Pantone: 575C
STANDARD THATCH COLORS*
*Standard Thatch Colors: White turf will have
white XP+ with white texturized yarn and green
semi-texturized yarn. Other colors will have
the applicable color in the face fiber and green
texturized fibers (ex – navy blue will be navy blue
XP+ with green semi-texturized and texturized
yarns).

STANDARD COLORS
Normally in stock; no minimums apply; non-green colors will result in $0.25/sf upcharge.

NON STANDARD COLORS
Minimums and lead times apply. Please contact us to review lead times for color formulation, production, and minimums. Minimum charge of $25,000 fee for three fiber product per color requested.

SET-UP FEES
A project having less than a thousand linear feet of turf produced will have a minimum charge of a $1,000 fee per full creel change.

STANDARD COLORS

Page 584 of 1219 ends

TENCATE AMERICAS | 1131 BROADWAY ST. DAYTON, TN 37321 | (855) 773-6668 | TENCATEGRASS.COM | 5.20.24

ADDITIONAL INFORMATION
To order or for product questions, please reach out to your account representative or product manager.

Standard Lead Time: 45 – 60 days
Warranty: 12 year (Non-Prorated)

ROLL LENGTH
Face Weight Pile Height Max Panel Length (LF)
120 oz/yd2 1.5" 165
100 oz/yd2 1.25" 190
90 oz/yd2 1.125" 205

PRODUCT INFORMATION

Page 585 of 1219 ends

INSTALLATIONS
TYSON PARK (Baseball)
Location: Springdale, AR

SHILOH CHRISTIAN
Location: Springdale, AR

SPRINGDALE HIGH SCHOOL
Location: Springdale, AR

PRAIRIE GROVE HIGH SCHOOL
Location: Prairie Grove, AR

Page 586 of 1219 ends

REFERENCES
TENCATE AMERICAS | 1131 BROADWAY ST. DAYTON, TN 37321 | (855) 773-6668 | TENCATEGRASS.COM | VERSION 2024

ARKANSAS
Project: Shiloh Christian School
Location: Springdale, AR
Application: Football (indoor)
SqFt: 35,000
Project: Tyson Park (Soccer)
Location: Springdale, AR
Application: Soccer
SqFt: 96,500
Project: Tyson Park (Baseball)
Location: Springdale, AR
Application: Baseball
SqFt: 65,400
Project: JB Hunt Park
Location: Springdale, AR
Application: Softball
SqFt: 92,900
Project: Springdale HS (Multi-purpose)
Location: Springdale, AR
Application: Mult-purpose
SqFt: 76,000
Project: Springdale HS (Football)
Location: Springdale, AR
Application: Football
SqFt: 84,000
Project: Prairie Grove High School
Location: Prairie Grove, AR
Application: Football
SqFt: 80,000

CALIFORNIA
Project: Fresno State
Location: Fresno, CA
Application: Baseball
SqFt: 18,000
Project: Santee Soccer
Location: Santee, CA
Application: Soccer
SqFt: 15,000
Project: Luther Burbank HS
Location: Sacramento, CA
Application: Multi-purpose
SqFt: 18,000
Project: Sequoia Elementary
Location: Shafter, CA
Application: Landscape
SqFt: 5,100

ILLINOIS
Project: Centralia High School
Location: Centralia, IL
Application:

SqFt: 85,000
Project: Mascoutah High School
Location: Mascoutah, IL
Application:

SqFt: 85,000

LOUISIANA
Project: Walker High School
Location: Walker, LA
Application: Football
SqFt: 117,035

OKLAHOMA
Project: Shawanee High School
Location: Shawanee, OK
Application: Football
SqFt: 93,300

TENNESSEE
Project: Brentwood Academy
Location: Brentwood, TN
Application: Baseball
SqFt: 28,180
TEXAS
Project: Bicentennial Park
Location: Southlake, TX
Application: Baseball
SqFt: 232,900
Project: Bob Jones (Soccer)
Location: Southlake, TX
Application: Soccer
SqFt: 227,800
Project: Bob Jones (Softball)
Location: Southlake, TX
Application: Softball
SqFt: 180,410
CANADA
Project: West Ham Soccer
Location: Burlington, Ontario
Application: Soccer (indoor)
SqFt: 8,800
TYSON PARK (Soccer)
Location: Springdale, AR

SANTEE SOCCER
Location: Santee, CA

PRAIRIE GROVE HIGH SCHOOL
Location: Prairie Grove, AR

Page 587 of 1219 ends

EXHIBIT B

NOTICE INVITING BIDS AND INSTRUCTIONS TO BIDDERS

Page 588 of 1219 ends

NOTICE INVITING BIDS NIB-1

NOTICE INVITING BIDS FOR
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
CITY PROJECT #PRE-005
NOTICE IS HEREBY GIVEN that the City of Cudahy, California (“City”) invites sealed Bids for the Project. The City will receive such Bids at the City Clerk’s office, City Hall, 5220 Santa Ana Street, Cudahy, CA 90201 up to 3:00 PM on Wednesday, September 18, 2024, at which time they will be publicly opened and read aloud.

SCOPE OF WORK. The Project includes, without limitation, furnishing all necessary labor, materials, equipment, and other incidental and appurtenant Work necessary to satisfactorily complete the Project, which consists of and includes Exterior work: renovating the existing park turf field by fixing the existing base and replacing the turf and pad. This Work will be performed in strict conformance with the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of Work to be performed and materials to be furnished are approximations only, being given as a basis for the comparison of Bids. Actual quantities of Work to be performed may vary at the discretion of the City Engineer.

OBTAINING BID DOCUMENTS. Bidders may obtain free copies of the Plans, Specifications and other Contract Documents as follows:

1. Please email your request with your contact information to: [email protected] Upon receipt of your e-mail, you will be registered as a plan holder, and a pdf file of the Bidding and Contract Documents, Plans and Specifications will be e-mailed to you at no cost.

TIME OF COMPLETION. The Contractor shall complete all work within 60 working days of the issuance of the Notice to Proceed.

MANDATORY PRE-BID MEETING AND SITE VISIT. A mandatory pre-bid meeting will be held on Wednesday, August 28, 2024 at 9:00 AM to 9:45 AM at 5220 Santa Ana Street, Cudahy, CA 90201. Every Bidder is required to attend the pre-bid meeting and Project site visit. Failure of a Bidder to attend will render that Bidder’s Bid non-responsive. No allowances for cost adjustments will be made if a Bidder fails to adequately examine the Project site before submitting a Bid.

REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5 [with limited exceptions for bid purposes only under Labor Code Section 1771.1(a)].

PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project is a “public work.” The selected Bidder (Contractor) and any Subcontractors shall pay wages in accordance with the determination of the Director of the Department of Industrial Relations (“DIR”) regarding the prevailing rate of per diem wages. Copies of those rates are on file with the Director of Public Works and are available to any interested party upon request. The Contractor shall post a copy of the DIR’s determination of the prevailing rate of per diem wages at each job site. This Project is subject to compliance monitoring and enforcement by the DIR.

Lugo Park Soccer Field Rehabilitation Project
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NOTICE INVITING BIDS NIB-2
DBE: There is no mandatory DBE Participation requirement. All bidders are required to comply with all applicable competitive bidding and labor compliance laws including, but not limited to, active solicitation of subcontract bids from minority-owned businesses, women-owned businesses, and businesses owned by disabled veterans. The City hereby notifies all qualified bidders that it will affirmatively ensure that qualified minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, religion, or handicap in consideration for an award. Attention is directed to the provisions of Section 1777.5 (Chapter 1411, Statutes of 1968) and 1777.5 of the Labor Code concerning the employment of apprentices by the Contractor’s or any such subcontractors under hire. The bidders and the selected Contractor shall not allow discrimination in employment practices based on race, color, national origin, ancestry, sex, religion, or handicap.

BONDS. Each Bid must be accompanied by a cash deposit, cashier’s check, certified check or Bidder’s Bond issued by a Surety insurer, made payable to the City and in an amount not less than ten percent (10%) of the total Bid submitted. Personal or company checks are not acceptable. Upon Contract award, the Contractor shall provide faithful performance and payment Bonds, each in a sum equal to the Contract Price. All Bonds must be issued by a California admitted Surety insurer using the forms set forth in the Contract Documents, or in any other form approved by the City Attorney. Failure to enter the Contract with the City, including the submission of all required Bonds and insurance coverages, within fifteen (15) Days after the date of the mailing of written notice of contract award to the Bidder, shall subject the Bid security to forfeiture to the extent provided by law.

RETENTION OF RECORDS RELEVANT TO AUDITS AND REVIEWS. The Contractor and subcontractors working in the City of Maywood must retain records pertaining to said project for a minimum of five (5) years. Record to be retained include but not limited to documents regarding payroll, change orders, field directives, as-built plans, etc.

LICENSES. Each Bidder shall possess a valid Class C Contractor’s license issued by the California State Contractors License Board at the time of the Bid submission, unless this Project has any federal funding, in which case the successful Bidder must possess such a license at the time of Contract award. The successful Contractor must also possess a current City business license.

RETENTION SUBSTITUTION. Five percent (5%) of any progress payment will be withheld as retention. In accordance with Public Contract Code Section 22300, and at the request and expense of the Contractor, securities equivalent to the amount withheld may be deposited with the City or with a State or federally chartered bank as escrow agent, which shall then pay such moneys to the Contractor. Upon satisfactory completion of the Project, the securities shall be returned to the Contractor. Alternatively, the Contractor may request that the City make payments of earned retentions directly to an escrow agent at the Contractor’s expense. No such substitutions shall be accepted until all related documents are approved by the City Attorney.

BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.

LIQUIDATED DAMAGES. Liquidated damages is $500 per calendar day.

If there are any questions regarding this project, please contact in writing via e-mail:

Duane Tut, PM, [email protected] All inquiries must be submitted in writing.

Lugo Park Soccer Field Rehabilitation Project
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INSTRUCTIONS TO BIDDERS IB-1

INSTRUCTIONS TO BIDDERS
FORM OF BID. Bids shall be made on the Bid forms found herein. Bidders shall include all forms and fill in all blank spaces, including inserting “N/A” (for not applicable) where necessary. Each Bid must be submitted in a sealed envelope bearing the Bidder’s name and addressed to the City Clerk with the Project name and identification number (as described in the Notice Inviting Bids) typed or clearly printed on the lower left corner of the envelope.

DELIVERY OF BIDS. The Bid shall be delivered by the time and date, and to the place specified in the Notice Inviting Bids. No oral, faxed, emailed, or telephonic Bids or alternatives will be considered. The time of delivery shall be conclusively determined by the time-stamping clock located at the City Clerk’s office. Bidders are solely responsible for ensuring that their Bids are received in proper time, and Bidders assume all risks arising out of their chosen means of delivery.

Any Bid received after the Bid submission deadline shall be returned unopened. Bidders are invited to be present for Bid opening. Accepted Bids shall become the property of the City.

AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause the Bid to be deemed incomplete and non-responsive.

WITHDRAWAL OF BID. A Bid may be withdrawn without prejudice upon written request by the Bidder filed with the City Clerk before the Bid submission deadline. Bids must remain valid and shall not be subject to withdrawal for sixty (60) Days after the Bid opening date.

BIDDER’S SECURITY. Each Bid shall be accompanied by cash, a certified or cashier’s check payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as principal and an admitted surety insurer as Surety, in an amount not less than ten percent (10%) of the amount set forth in the Bid. The cash, check or Bid Bond shall be given as a guarantee that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents, and will provide the evidence of insurance and furnish the specified Bonds, within fifteen (15) Days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s refusal or failure to do so, the City may award the Contract to the next lowest responsible bidder, and the cash, check, or Bond (as applicable) of the lowest Bidder shall be forfeited to the City to the extent permitted by law. No Bid Bond will be accepted unless it conforms substantially to the form provided in these Contract Documents.

QUANTITIES APPROXIMATE. Any quantities shown in the Bid form or elsewhere herein shall be considered as approximations listed to serve as a general indication of the amount of Work or materials to be performed or furnished, and as basis for the Bid comparison. The City does not guarantee that the actual amounts required will correspond with those shown. As deemed necessary or convenient, the City may increase or decrease the amount of any item or portion of Work or material to be performed or furnished or omit any such item or portion, in accordance with the Contract Documents.

ADDENDA. The City Engineer may, from time to time, issue Addenda to the Contract Documents. Bidders are responsible for ensuring that they have received any and all Addenda.

Each Bidder is responsible for verifying that it has received all Addenda issued, if any. Bidders must acknowledge receipt of all Addenda, if any, in their bids. Failure to acknowledge receipt of all Addenda may cause a Bid to be deemed incomplete and non-responsive.

FACSIMILE NUMBER AND EMAIL ADDRESS. Bidders shall supply the City Engineer with a facsimile number and email address to facilitate transmission of Addenda and other information Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 71 of 235 Page 591 of 1219
INSTRUCTIONS TO BIDDERS IB-2
related to these Contract Documents. If the Addenda and other information are emailed, the City shall also send all documents by facsimile or U.S. Mail. Failure to provide such a facsimile number and email address may result in late notification. The City does not guarantee that it will provide any information by facsimile, email, or both. A Bidder shall be responsible for all Addenda regardless of whether Bidder received any such fax or email, and a Bidder shall have no recourse due to not receiving such facsimile, email, or both.

DISCREPANCIES IN BIDS. Each bidder shall set forth as to each item of Work, in clearly legible words and figures, a unit or line item Bid amount for the item in the respective spaces provided for this purpose.

In case of discrepancy between the unit price and the extended amount set forth for the item, the unit price shall prevail. However, if the amount set forth as a unit price is ambiguous, unintelligible, or uncertain for any cause, or is omitted, or if the unit price is the same amount as the entry in the “extended amount” column, then the amount set forth in the “extended amount” column for the item shall prevail in accordance with the following:
(1) As to lump sum items, the amount set forth in the “extended amount” column shall be the unit price.
(2) As to unit price items, the amount set forth in the “extended amount” column shall be divided by the estimated quantity for the item set forth in the Bid documents, and the price thus obtained shall be the unit price.

In case of discrepancy between words and figures, the words shall prevail.

COMPETENCY OF BIDDERS. In evaluating Bidder responsibility, consideration will be given not only to the financial standing, but also to the general competency of the Bidder for the performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a statement of its experience. No Contract will be executed with a Bidder that is not licensed and registered with the DIR in accordance with State law, and with any applicable specific licensing requirements specified in these Contract Documents. These licensing and registration requirements for Contractors shall also apply to all Subcontractors.

BIDDER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Each Bidder must carefully examine the Project site and the entirety of the Contract Documents. Upon submission of a Bid, it will be conclusively presumed that the Bidder has thoroughly investigated the Work and is satisfied as to the conditions to be encountered and the character, quality, and quantities of Work to be performed and materials to be furnished. Upon Bid submission, it also shall be conclusively presumed that the Bidder is familiar with and agrees to the requirements of the Contract Documents, including all Addenda. No information derived from an inspection of records or investigation will in any way relieve the Contractor from its obligations under the Contract Documents nor entitle the Contractor to any additional compensation. The Contractor shall not make any claim against the City based upon ignorance or misunderstanding of any condition of the Project site or of the requirements set forth in the Contract Documents. No claim for additional compensation will be allowed which is based on a lack of knowledge of the above items. Bidders assume all risks in connection with performance of the Work in accordance with the Contract Documents, regardless of actual conditions encountered, and waive and release the City with respect to any and all claims and liabilities in connection therewith, to the extent permitted by law.

TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade name item must be made by written request submitted no later than the date specified in Section 4-6 of the General Provisions. Requests received after this time shall not be considered.

Requests shall clearly describe the product for which approval is requested, including all data necessary to demonstrate acceptability.

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 72 of 235 Page 592 of 1219
INSTRUCTIONS TO BIDDERS IB-3
DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested in more than one Bid for the Project, unless alternate Bids are specifically called for. A Person that has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or from making a prime Bid. If there is a reason to believe that collusion exists among the Bidders, all affected Bids will be rejected.

RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the Contract is executed. Bid security shall be returned to the unsuccessful Bidders within a reasonable time, which in any case shall not exceed sixty (60) Days after the successful Bidder has signed the Contract.

AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts thereof or to waive any irregularities or informalities in any Bid or in the bidding. The Contract award, if made, will be to the lowest responsible, responsive Bidder and is anticipated to occur within sixty (60) Days after the Bid opening. The Contract award may be made after that period if the selected Bidder has not given the City written notice of the withdrawal of its Bid.

DETERMINATION OF LOWEST BID. In accordance with Public Contract Code Section 20103.8, the lowest Bid shall be determined as indicated in Section B - BID.

TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five (5) feet deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and bracing, or an equivalent method, for the protection of life or limb, which shall conform to applicable safety orders. This final submission must be accepted by the City in advance of excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from caving ground during the excavation Work.

If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

LISTING SUBCONTRACTORS; SELF-PERFORMANCE. Each Bidder shall submit a list of the proposed Subcontractors on the Project, as required by the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100, et seq.). Contractor shall self-perform not less than 50% of the Work, in accordance with Section 3-2 of the Standard Specifications.

EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form included in these Contract Documents within fifteen (15) Days from the date of delivery of the Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all insurance and Bonds as herein specified, and provide copies to the City, within fifteen (15) Days from the date of delivery of the Contract Documents to the Bidder. Failure or refusal to execute the Contract or to conform to any of the stipulated requirements shall be just cause for the annulment of the award and forfeiture of the Bidder’s security. In such event, the City may declare the Bidder’s security forfeited to the extent permitted by law, and the City may award the Contract to the next lowest responsible Bidder or may reject all bids.

NO COMPENSATION FOR COSTS INCURRED PRIOR TO CONTRACT EXECUTION. All costs incurred by the selected Bidder prior to Contract award and execution of the Contract by the City shall be at the Bidder’s sole risk. City shall have no liability for costs incurred prior to its execution of the Contract.

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CITY PROJECT #PRE-005
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INSTRUCTIONS TO BIDDERS IB-4
SIGNATURES. The Bidder shall execute all documents requiring signatures and shall cause to be notarized all documents that indicate such a requirement. Bids submitted as joint ventures must so state and be signed by each joint venturer. The Bidder shall provide evidence satisfactory to the City, such as an authenticated resolution of its board of directors, a certified copy of a certificate of partnership acknowledging the signer to be a general partner, or a power of attorney, indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid and any Contract arising therefrom. Alternatively, Bids submitted by corporations must be executed as specified in Corporations Code Section 313, and Bids submitted by partnerships must be executed by all partners comprising the partnership.

INSURANCE AND BONDS. The Contractor shall not begin Work until it has given the City evidence of all required insurance coverage (including all additional insured endorsements), a Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing the payment of claims for labor and materials.

WORKER’S COMPENSATION. In accordance with the provisions of Section 3700 of the Labor Code, the Contractor shall secure the payment of compensation to his employees. The Contractor shall sign and file with the City the following certificate prior to performing the work under this contract. The form of such certificate is included as part of the contract documents. "I am aware of the provisions of Section 3700 of the Labor Code which require compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." EMPLOYMENT OF APPRENTICES. Attention is directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative Code, Section 200 seq. to ensure compliance and complete understanding of the law regarding apprentices. The Contractor and any subcontractor under him shall comply with the requirements of said sections in the employment of apprentices; however, the Contractor shall have full responsibility for compliance with said Labor Code section, for all apprenticeable occupations, regardless of any other contractual or employment relationships alleged to exist. In addition to the above State Labor Code Requirements regarding the employment of apprentices and trainees, the Contractor and all subcontractors shall comply with Section 5 a. 3, Title 29 of the Code of Federal Regulations (29CFR).

CONFLICT OF INTEREST. In the procurement of supplies, equipment, construction and services by sub-recipients, the conflict-of-interest provision including, but not limited to, 2 CFR part 200, Subpart B, 200.112, 24 CFR Part 570.611 and 24 CFR part 85, Section 85.36 (b), respectively, shall apply. No employee, officer or agent of the sub-recipient shall participate in selection or in award of administration of a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved.

TELEPHONES. Bidders are hereby notified that the City will not provide telephones for their use at the time of Bid submission.

INTERPRETATION OF CONTRACT DOCUMENTS. Any Bidder that is in doubt as to the intended meaning of any part of the Contract Documents, or that finds discrepancies in or omissions from the Contract Documents, may submit to the City Engineer a written request for an interpretation or correction not later than ten (10) Days before the Bid submission deadline.

Requests for clarification received after this date will be disregarded. Please indicate the Project and identification number in the request for clarification. Telephonic requests will not be taken.

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
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INSTRUCTIONS TO BIDDERS IB-5
Any interpretation or correction of the Contract Documents will be made only by a written Addendum. No oral interpretation of any provision in the Contract Documents shall be binding.

TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes assessed by federal, State, or local authorities on materials used or furnished by the Contractor in performing the Work shall be paid by the Contractor. The Bidder shall calculate payment for all sales, unemployment, pension, and other taxes imposed by federal, State, and local law and shall include these payments in computing the Bid.

Lugo Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-005
Document Control Page 75 of 235 Page 595 of 1219

EXHIBIT C
BYROM-DAVEY INC. BID SUBMITTAL

Page 596 of 1219 ends

Lugd Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs
Addendum No 5
Auoust 30.2024
September 09, 2024
Document Control Page 1 l of 169
BID

CITY OF CUDAHY
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Gudahy, CA 90201
CITY PROJECT #PRE.OOs

Bidder acknowledges receipt of all addenda, as follows:

Addendum No. 1 Date: August 15, 2024
Addendu m No. 2and 3 Date: August 19,2024
Addendum ruo. 4 Date:

Date:

BID B-1
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

Page 597 of 1219 ends

Signature:

Signature:
titte: President
Title: Date
BID B-2
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES lN SECTION "BID"

Page 598 of 1219 ends

Lug$ Park Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OO5 Document Control Page 1 3 of 1 69

CITY OF CUDAHY

B!D SCHEDULE:

ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICES EXTENDED
AMOUNT
1 Mobilization
( Fencin g, staki n g, traff ic control, AlqifglegqL
1 LS $
-13/ 6oD- $ 3
2 Demolition

2.1 Clearing & Grubbing
'150 SF $ //,rr0 $ ,Jl /,6 6o rto

4.1 Excavation 430 CY 33 b"Do $-a7 q6o
*

4.2 Aggregate Base 650 TN $ iD5.no $ icD 7Joo"

4.3 Grinding/Grading 54,'100 SF $ Qr $)-1-blq N4.4 Leveling Fines 100 TN $ qD ^do $ ?,duc dc

4.5 Finish Grading 54,1 00 SF $ o.'37 $ Zo,ol/.a)
5 Gonstruclion
51 Synthetic Turf ('100 oz product, non{ill, dense) 54,1 00 SF $ a.sq S-7Jt hlq "0o

5.2 Re-install existing pad
(assumes 750/o of existing pad is re-useable)
40,400 SF 7 $ ,?7, 068,po
53 lnstall new pad (To match existing) 13,700 SF $ 1.43 $i34531-,-oo

5.4 Geotextile/Liner 54,'100 SF s o.87 $ 4^,067 oa
55 2" Mainline 555 LF $ 4' ,,54 slb-+1-07-)stBID B-3
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT S AND PAGES ]N SECTION "BID''

Page 599 of 1219 ends

ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICES EXTENDED
AMOUNT

5.6 Quick Couplers 4 EA $116..o c $ /7q2, oc

5.7 BallValves 1 EA $ Jr{r rl} $ 143 ,oo

5.8 Soil prep and sod trench 150 SF $ ll,oa $ lb 5'),Oo

5.9 Soccer Goal Anchors 4 EA $ ?jb oc $'3 6tl ,N
510 Light Pole Pads 7 EA $13"t4 oo $ q{c7,(p

5.11 Fence Cap 1,000 LF $ q.Do $ ?.{)Do. oo
TOTAL BID AMOUNT $ '112,953,2
LugoPark Soccer Field Rehabilitation Project
CITY PROJECT #PRE-OOs

TOTAL BID PRICE IN DIG

Page 600 of 1219 ends

Name of Person who inspected the site
Date of lnspection:

Page 601 of 1219 ends

N/A
b. Briefly summarize the parties'claims and defenses
N/A
c. State the tribunal (e.9., Superior Court, American Arbitration Association, etc.), the matter number, and the outcome:

N/A
(16) Has the company or any principal having an interest in this Bid ever had a contract terminated by the owner or agency? lf yes, explain.

N/A
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID'' BID B-6

Page 602 of 1219 ends

N/A
BID B-7
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT S AND PAGES IN SECTION "BID"

Page 603 of 1219 ends

We have not worked in the City of Cudahy
BID B-8
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BI D" No

Page 604 of 1219 ends

Failure to provide truthful answers to the questions above or in the following References Form may result in the Bid being deemed non-responsive.

The Bidder certifies under penalty of perjury under the laws of the State the information provided above is true and correct
Companv
Signature:
riue: Presiden!
Date: 0
Signature
Title:

Date:

BID B-9
BIDDER SHALL COMPLETE AND SUBM]T ALL DOCUMENTS AND PAGES IN SECTION "BID

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REFERENCES FORM
For all public agency projects in excess of $15,000 that you are currently working on or have worked on in the past two (2) years, provide the following information:

Project 2 Name/Number Pomona College Football/ Soccer Field Project Description Construction of new synthetic turf field Approximate Construction Date From: 0512012024 To 08t1212024 Agency Name:

Contact Person
Pomona College
Telephone B1 8-669-1 875
Address: 101 North College Way, Claremont, Ca 91711
Brian Faber
Orig inal Contract Amount:

BID
92,241,683 00 Final Contract Amount: $
2,266,177.00
B-10
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT ,S AND PAGES IN SECTION "BID''

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BID B-11
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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Project 5 Name/Numbe ''
Arroyo Park Soccer Field
Project Description Construct new nthetic turf soccer field Approximate Construction Dates From: September 2023 1s. April2024 Agency Name:

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Contact Person Armando Murillo Telephone: 619-218-1 1 15 1130 Sth Ave, Chula Vista, Ca 9191 1
Address:

BID B-13
S ANO PAGES IN SECT]ON "BID" BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENT

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BID B-',l4
E|ooen SHALL CoMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID,

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// PERSONNEL AND REFERENCES

KEY PERSONNET RESUME

JULIO DIAZ

GENERAT CONTRACTOR - SENIOR SUPERINTENDENT

YEARS WITH THE FIRM / INDUSTRY
21 Years with Byrom-Davey, lnc. | 23 Years in the lndustry

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Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51o/o) of the Contract Price.

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Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51%) of the Contract Price.

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Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51Yo) of the Contract Price.

Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Numbe(s) and
Class(es)
DIR Contractor
Registration
Number
Address and
Phone Number
Type of Work
(e.9., Electrical)
Dollar Amount
BID B-15
BIDDER SHALL COMPLETE AND SUBMTT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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INDUSTRIAL SAFETY RECORD FORM
Bidder's Name BVfOm-DaveV. lnC.

BID B-16
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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Bond NO. Bid Bond

BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

BID B-17
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCU MENTS AND PAGES IN SECTION "BID"

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Its: Michelle Deligne,
This Bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be aftached.

By
Its:

By:

Its:

By:

Its:

Nofe.'
103, San Diego, C A 921
{JJ|jrtXAl l
tara
taft
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B!D B-18
BIDDER SHALL COMPLETE AND SUBMIT ALL DOC UMENTS AND PAGES IN SECTION "BID''

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CERTIFICATION
L{
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rtAl tin
lbr*d
This Power of Attomey limils 1[s sg15 6f those named therein to the bmds md rmdertakings ip€c6ca1y except in 6€ ffier md to 8l€ extent hefein stet€d.

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purposes therein set fixth.
andStephetrC Ruschnlr to rne to whose names
a:rd State of
and as their own

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I certify under PENALTY OF PERJURy under the laws of the State of Georgia that the foregoing paragraph is true and correct.

Signer ls Representing Signer ls Representing
30, 2027
CO

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I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal ,7ffi,. XELLEY M. PARHA I W^^,"i#I,-ilit'frir,,
7z
Sign (Seal)

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'irgo e.* Soccer Field Rehabilitation Project
CITY PROJECT #PRE.OOs Document Control Page 29 of 169
NONCOLLUSION DECLARATION FORtt'I

Printed Name:

Date:
executed on 0911712024 [date], at
tcityl, Califoril [stite].

Signature:

Printed Name:

Date:

Steve Davey
09t17 t2024
this declarati
the
BID B-19
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION "BID"

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I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and officialseal
a
2 Signatu (Seal)

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'?l/e put our team to worfr
so jour team canp[a1
InG.
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Suite *rc3
San Diego,Ca. gztz9
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wutut.by r om-dau ey. com

I FURTFIER CERTIFY that at a meeting of Directors of the Corporation duly called and held on October i, 2018 at which a quorum was present and voting, the following resolutions were adopted:

BE IT RESOLVED, that the following named officer of this Corporation, whose actual signature is shown below:

NAMES POSITIONS
STEVEN W. DAVEY
PAIIL D. PANKOW
ERIC S. JENNINGS SR.

CHzuSTINE A. BUTLER

PRESIDENT/SECRETARY
SR. VICE PRESIDENT

VICE PRESIDENT

TREASURER
acting for and on behalf of this corporation and as its act and deed be, and he hereby is authorized and empowered to negotiate, enter and sign into contract on behalf of the corporation.

IN TESTIMONYWHEREOF, I have hereunto set my hand on November 16, 20 CALic. #BoS447 NV Lic. *59t62 W Lic. *7z9g8gt-55ot

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. Ligo Park Soccer Field Rehabilitation Project
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Failure of the Bidder to provide all required information in a complete and accurate manner may cause the Bid to be considered non-responsive.
/
/
/
J
,/
a
-
Z
Checklist-1

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EXHIBIT D

GENERAL PROVISIONS

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GENERAL PROVISIONS GP-1

GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The 2021 edition of “Standard Specifications for Public Works Construction” (“Standard Specifications”), as amended by the Contract Documents, is incorporated into the Contract Documents by this reference. The Work described herein shall be done in accordance with the provisions of the Standard Specifications, as amended by the Contract Documents. 0-2 NUMBERING OF SECTIONS
The number of sections and subsections in these General Provisions are compatible with the numbering in the Standard Specifications.
0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 1 (General Provisions) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these General Provisions, these General Provisions shall control.

SECTION 1. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,

AND SYMBOLS
1-2 TERMS AND DEFINITIONS
Whenever in the Standard Specifications or in the Contract Documents the following terms are used, they shall be understood to mean the following:

Agency – The City of Cudahy.

Board – The City Council of the City of Cudahy.

Contract Documents – As defined in Standard Specifications Section 1-2, but also including these General Provisions.

Engineer – The City Engineer, acting either directly or through properly authorized agents. Such agents shall act within the scope of the particular duties entrusted to them.

Inspector – An authorized representative of the City, assigned by the City to make inspections of Work performed by or materials supplied by the Contractor.

Laboratory – A laboratory authorized by the City to test materials and Work involved in the Contract.

Notice of Completion – The notice authorized by Civil Code Section 9204.

Project – See Work.

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GENERAL PROVISIONS GP-2
Submittal – Any drawing, calculation, specification, product data, samples, manuals, requests for substitutes, spare parts, photographs, survey data, traffic control plans, record drawings, Bonds or similar items required to be submitted to the City under the terms of the Contract.
1-3.3 Institutions
The institutions listed in Section 1-3.3 of Part 1 of the Standard Specifications shall be supplemented by the list below:

Abbreviation Word or Words
AAN .....................................................................................American Association of Nurserymen AGCA.........................................................................Associated General Contractors of America APWA .................................................................................... American Public Works Association CRSI ...................................................................................... Concrete Reinforcing Steel Institute CSI.........................................................................................Construction Specifications Institute NEC ............................................................................................................ National Electric Code NFPA .....................................................................................National Fire Protection Association SSS .............................................................................State of California Standard Specifications, Latest edition, Department of Transportation
SSP ..........................................................................................State of California Standard Plans, Latest edition, Department of Transportation
1-7.2 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of Completion and the end of all warranty periods set forth in the Contract Documents. The Material and Labor Bond shall remain in force until expiration of the time within which the California Labor Commissioner may serve a civil wage and penalty assessment against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1741, and until the expiration of the time within which a joint labor management committee may commence an action against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1771.2.

All Bonds must be submitted using the required forms, which are in the Contract Documents, or on any other form approved by the City Attorney.

SECTION 2. SCOPE OF THE WORK

2.1 Scope of work locations
Scope of Work includes.

Exterior work: renovating the existing park turf field by fixing the existing base and replacing the turf and pad. Work includes without limitation, furnishing all necessary labor, materials, equipment, and other incidental and appurtenant Work necessary to satisfactorily complete the Project.

2.2 PERMITS
Before starting any construction work, the Contractor will be required to obtain all necessary permits from the City, which may include obtaining a no fee encroachment permit for Work within Lugo Park Soccer Field Rehabilitation Project
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GENERAL PROVISIONS GP-3
the public right-of-way, as well as all other permits required from all other agencies. Should this Project require construction of trenches or excavations which are five (5) feet or deeper and into which a person is required to descend, the Contractor shall obtain a Cal/OSHA permit and furnish the City with a copy before Work can commence on this Project. Contractor shall bear all cost for fees for all agencies except for the City’s permit fees.

2.4 COOPERATION AND COLLATERAL WORK
The Contractor shall be responsible for coordinating all Work with the City’s street sweeping, trash pick-up, and street maintenance contractors, emergency services departments, utility companies’ crews, and others when necessary. Payment for conforming to these requirements shall be included in other items of Work, and no additional payment shall be made thereof. 2-5.4 Haul Routes
Subsection 2-5.4 of Part 1 of the Standard Specifications shall be deleted and replaced as follows:

The Contractor must obtain the City Engineer’s approval before using any haul routes. Further detail requirements for haul traffic are delineated in the Special Provisions.
2-7 CHANGES INITIATED BY THE AGENCY
2-7.1 General.

The City reserves the right, without notice to the Surety, to increase or decrease the quantity of any item or portion of the Work described in the Contract Documents or to alter or omit portions of the Work so described, as may be deemed necessary or expedient by the City Engineer, without in any way making the Contract void. Such increases, alterations or decreases of Work shall be considered and treated as though originally contracted for, and shall be subject to all the terms, conditions, and provisions of the original Contract. The Contractor shall not claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease, alteration, or omission of any kind of Work to be done.

The plans for the work show conditions as they are believed by City Engineer to exist, but is not intended or to be inferred that the conditions as shown thereon constitute a representation by the City that such conditions are actually existent, nor shall the City be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the plans and the actual conditions revealed during the progress of the work or otherwise. The word "conditions" as used in this paragraph includes, but is not limited to, site conditions, both surface and subsurface.

The Contractor shall examine the site, compare it with the drawings and specifications and shall satisfy itself as to the conditions under which the work is to be performed. The Contractor shall ascertain and check the location of all existing structures, utilities and equipment which may affect its work. The Contractor shall be responsible to re-examine the site, as necessary, for performance of change orders or other proposed changes which may affect its work. No allowance shall subsequently be made on the Contractor's behalf for any extra expense or loss of time which incurred due to failure or negligence on its part to make such examination. 2-8 EXTRA WORK
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GENERAL PROVISIONS GP-4
New and unforeseen work will be classified as Extra Work only when the Work is not covered and cannot be paid for under any of the various items or combination of items for which a Bid price appears on the Bid. The Contractor shall not do any Extra Work except upon written order from the City Engineer.

For extra work and change orders the following percentages shall apply:
a. LABOR COSTS

1. Labor markup for employer taxes standard federal/state rates, approximately: 10%

2. Labor markup for fringe benefits (if fringe benefits are not included in the labor cost:
15%

3. Labor overhead markup: 10%

4. Profit markup: 10%
b. MATERIAL, EQUIPMENT, SUBCONTRACTOR COSTS
Only 5% markup by prime contractor will be allowed on materials, equipment, and subcontractor costs. No other additional markups (overhead, profit, etc.) will be allowed. c. After the total amount is established by adding the above items, an additional 2% markup for INSURANCE AND BONDING COSTS will be allowed.

The subcontractor costs shall be established using the same cost accounting principal above.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order, and pickup or yard trucks used by the above personnel, and other vehicles and/or equipment present at the job site but not directly used in actual construction activities.

Incidental movements of labor, materials, supplies or equipment shall not be considered as use in actual construction activities. These costs shall not be reported as labor or equipment elsewhere, except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

The City shall not pay for the cost of foremen or vehicles used by foremen unless authorized in advance by the Engineer.
2-10 DISCREPANCIES IN CONTRACT DOCUMENTS
Any discrepancies, conflicts, errors, or omissions found in the Contract Document shall be promptly reported in writing to the Engineer, who will issue a correction in writing. The Contractor shall not take advantage of any such discrepancies, conflicts, errors, or omissions, but shall comply with any corrective measures regarding the same prescribed by the Engineer, and no additional payment or time shall be allowed therefor, except as provided in the Standard Specifications.

If discrepancies are discovered between the drawings and the specifications, and no specific interpretation is issued prior to the bidding, the decision regarding this interpretation shall rest with the Engineer. The Contractor shall be compelled to act on the Engineer’s decision as directed.

In the event the installation is not in compliance with the direction of the Engineer, the installation shall be corrected by and at the expense of the Contractor at no additional cost to the City.

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GENERAL PROVISIONS GP-5
In case of such discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing/constructing the discrepancy that would have the highest dollar value. 2-11 ERRORS AND OMISSIONS
If the Contractor, in the course of the work, becomes aware of any claimed errors or omissions in the contract documents or in the City's field work, it shall immediately inform the Engineer. City Engineer shall promptly review the matter, and if he/she finds an error or omission has been made, he/she shall determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of work called for in the Contract, the City shall issue an appropriate Change Order. After discovery of an error or omission by the Contractor, any related work performed by the Contractor shall be done at its risk unless authorized by the Engineer.

SECTION 3. CONTROL OF THE WORK
3-1 ASSIGNMENT
Any purported assignment without written consent of the City shall be null, void, and of no effect, and the Contractor shall hold harmless, defend, and indemnify the City and its officers, officials, employees, agents, and representatives with respect to any claim, demand or action arising from or relating to any unauthorized assignment.

If the City opts to consent to assignment, the City’s consent shall be contingent upon: (1) a letter from the Surety agreeing to the assignment and assigning all of the Bonds to the assignee without any reduction, or the assignee supplying all new Bonds in the amounts originally required under the Contract Documents; and (2) the assignee supplying all of the required insurance in the amounts required in the Contract Documents. Until the Surety assigns all of the Bonds, or the assignee supplies all of the new Bonds, and until the assignee supplies all of the required insurance, an assignment otherwise consented to in writing by the City shall not be effective.

Even if the City consents to assignment, no assignment shall relieve the Contractor of liability under the Contract.
3-5 INSPECTION
The Contractor shall arrange and pay for all off-site inspection of the Work required by any ordinance or governing authorities. The Contractor shall also arrange and pay for other inspections, including tests in connection therewith, as may be assigned or required.

3.7 CONTRACT DOCUMENTS
3-7.1 General
In addition to the requirements under Section 3-7.1 in the Standard Specifications, the Contractor shall maintain a control set of Plans and Specifications on the Project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on the control set to show the as-built conditions. This control set of Plans shall also be edited for all Addenda, Requests for Information, Change Orders, field changes not involving cost, and any other variation that occurred during construction. Upon completion of all Work, the Contractor shall return the control set to the City Engineer. Final payment will not be made until this requirement is met.

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GENERAL PROVISIONS GP-6
Where a work feature is shown on the drawings or identified in the Specifications but is not specifically indicated as an item in the Bid sheets, and there is no ambiguity regarding the requirement to construct, install, or construct and install that work feature, the Contractor is required to complete the work feature. All costs to the Contractor for constructing, installing, or both constructing and installing such a work feature shall be included in the Bid. 3-7.2 Precedence of the Contract Documents
With regard to Section 3-7.2 in the Standard Specifications, the General Provisions shall control over the Special Provisions, and the Notice Inviting Bids and Instructions to Bidders (in that order) shall control over the Bid, such that the order of precedence shall be as follows:

1. Permits issued by regulatory agencies with jurisdiction.

2. Change Orders and Supplemental Agreements, whichever occurs last.

3. Contract/Agreement.

4. Addenda.

5. Notice Inviting Bids.

6. Instructions to Bidders.

7. Bid/Proposal.

8. General Provisions.

9. Special Provisions.

10. Plans.

11. Standard Plans.

12. Standard Specifications.

13. Reference Specifications.
3-9 SUBSURFACE DATA
If the City or its consultants have made investigations of subsurface conditions in areas where the Work is to be performed, such investigations shall be deemed made only for the purpose of study and design. If a geotechnical or other report has been prepared for the Project, the Contractor may inspect the records pertaining to such investigations subject to and upon the conditions hereinafter set forth. The inspection of the records shall be made in the office of the City Engineer. It is the Contractor’s sole responsibility to determine whether such investigations exist, and the City makes no affirmative or negative representation concerning the existence of such investigations.

The records of any such investigations are made available solely for the convenience of the Contractor. It is expressly understood and agreed that the City, the City Engineer, their agents, consultants, or employees assume no responsibility whatsoever with respect to the sufficiency or accuracy of any investigations, the records thereof, and the interpretations set forth therein. No warranty or guarantee is expressed or implied that the conditions indicated by any such investigations or records are representative of those existing in the Project area. The Contractor agrees to make such independent investigations and examination as necessary to be satisfied of the conditions to be encountered in the performance of the Work.

The Contractor represents that it has studied the Plans, Specifications and other Contract Documents, and all surveys and investigation reports of subsurface and latent physical conditions, has made such additional surveys and investigations as necessary for the performance of the Work at the Contract Price in accordance with the requirements of the Contract Documents, and that it has correlated the results of all such data with the requirements of the Contract Documents.

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GENERAL PROVISIONS GP-7
No claim of any kind shall be made or allowed for any error, omission or claimed error or omission, in whole or in part, of any geotechnical exploration or any other report or data furnished or not furnished by the City.
3-10 SURVEYING
3-10.1 General
The Contractor shall verify all dimensions on the drawings and shall report to the City any discrepancies before proceeding with related Work. The Contractor shall perform all survey and layout Work per the benchmark information on the Project Plans. All surveying Work must conform to the Professional Land Surveyors’ Act (Business and Professions Code Section 8700 et seq). All Project surveying notes and “cut-sheets” are to be provided to the City after the completion of each surveying activity and all final surveying notes shall be provided before final payment to the Contractor.

Construction stakes shall be set and stationed by Contractor at its expense. Unless otherwise indicated in the Special Provisions, surveying costs shall be included in the mobilization bid item.

Re-staking and replacement of construction survey markers damaged as a result of the Work, vandalism, or accident shall be at the Contractor’s expense. 3-11 CONTRACT INFORMATION SIGNS
The names, addresses and specialties of the Contractor, Subcontractors, architects, or engineers may not be displayed on any signage within the public right-of-way. This signage prohibition includes advertising banners hung from truck beds or other equipment. 3-12 WORKSITE MAINTENANCE
3-12.1 General.

Clean-up shall be done as Work progresses at the end of each day and thoroughly before weekends. The Contractor shall not allow the Work site to become littered with trash and waste material but shall maintain the same in a neat and orderly condition throughout the construction operation. Materials which need to be disposed shall not be stored at the Project site but shall be removed by the end of each Working Day. If the job site is not cleaned to the satisfaction of the City Engineer, the cleaning will be done or contracted by the City and shall be back charged to the Contractor and deducted from the Contract Price.

The Contractor shall promptly remove from the vicinity of the completed Work, all rubbish, debris, unused materials, concrete forms, construction equipment, and temporary structures and facilities used during construction. Final acceptance of the Work by the City will be withheld until the Contractor has satisfactorily complied with the foregoing requirements for final clean-up of the Project site.
• Sanitary Conditions. The Engineer may from time to time prescribe rules and regulations for maintaining sanitary conditions along the work and the Contractor shall enforce observance of the same by its employees and the employees of the subcontractor, and, if the Contractor fails to enforce these rules and regulations, the Engineer shall have the authority to enforce them.
• Water Pollution Control. The Contractor shall adhere strictly to Subsection 3-12.6 of the Standard Specifications through the entire project and add the following:

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GENERAL PROVISIONS GP-8
o The Contractor, without limitation, shall be responsible to provide and implement Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system.

Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs. o All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or County storm drain systems. The following are the areas to be addressed:
 Handle, store and dispose of materials properly.
 Avoiding excavation and grading activities during wet weather.  Construct diversion dikes and drainage swales around working sites.  Cover stockpiles and excavated soil with secured tarps or plastic sheeting.  Develop and implement erosion control plans.
 Check and repair leaking equipment away from construction site.  Designate a location away from storm drains for refueling.  Cover and seal catch basins whenever working in their vicinity.  Use vacuum with all concrete sawing operations.
 Never wash excess material from aggregate, concrete or equipment onto a street  Catch drips from paver with drip pans or absorbent material.  Clean up all spills using dry methods.
 Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site.
 Call 911 in case of a hazardous spill.
 Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan (SWPPP)
 Name a person, on site, responsible for complying with S.W.P.P.P.

CONTRACTOR TO COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.

The contractor shall submit a Solid Waste Management and Recycling Plan to the City Manager’s Office for review and approval prior to issuance of a demolition permit and/or grading permit for the project. Said plan shall indicate that the permittee/contractor shall provide documentation such as receipts from landfills, salvage, and recycling facilities upon completion of the demolition/construction. Said plan shall identify:
• Types of materials for recycling, reuse, or sorting
• Estimated quantities.
• Separation requirements
• On site storage
• Transportation methods
• Destinations
• Plan manager (contractor’s representative)
Prior to issuance of a demolition and/or grading permit, the permittee/contractor shall contact the California Integrated Waste Management Board (recycling hotline 800-553-2962) to obtain an approved recycler (processor and/or receiver) for demolition and construction waste. At Lugo Park Soccer Field Rehabilitation Project
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the minimum the contractor shall recycle each of the following demolition and construction waste materials:
• Asphalt paving: 75%
• Concrete and concrete masonry units: 75%
• Non-lead based painted wood wastes (dimensional lumber and broken crates and pallets): 50%
• Metals: 60%
• Copper cable/wire: 50%
A minimum of 50% of the total weight of the waste (demolition and construction wastes) shall be diverted from landfill.

Cost for compliance of this section, including sanitary conditions, water pollution control and solid waste recycling shall be included in the mobilization bit item.

3.12.4 Storage of Equipment and Materials.
3-12.4.1 General
The Contractor shall make arrangements for storing its equipment and materials. The Contractor shall make its own arrangements for any necessary off-site storage or shop areas necessary for the proper execution of the Work. Approved areas within Work site may be used for temporary storage; however, the Contractor shall be responsible for obtaining any necessary permits from the City. In any case, the Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way or on any section where traffic is restricted at any time.

The Contractor shall deliver, handle, and store materials in accordance with the manufacturer’s written recommendations and by methods and means that will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of products at the Project site and overcrowding of construction spaces. In particular, the Contractor shall provide delivery and installation coordination to ensure minimum holding or storage times for materials recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other sources of loss.

Storage shall be arranged to provide access for inspection. The Contractor shall periodically inspect to assure materials are undamaged and are maintained under required conditions.

All costs associated with the clean-up and storage required to complete the Project shall be the sole responsibility of the Contractor.
3-12.4.2 Storage in Public Streets
The first sentence of Section 3-12.4.2 shall not be incorporated and shall instead be replaced with the following:

Construction materials and equipment shall not be stored in Streets, roads, or highways unless otherwise specified in the Special Provisions or approved by the City Engineer. 3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
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GENERAL PROVISIONS GP-10
3-13.1 Completion.

See Notice Inviting Bids – Time of Completion.
3-13.2 Acceptance
The Project will not be considered complete and ready for City Council direction to staff regarding recordation of the Notice of Completion until all required Work is completed, the Work site is cleaned up in accordance with Section 3-12 of Part 1 of the Standard Specifications and the Special Provisions, and all of the following items have been received by the City Engineer:

1. A form of Notice of Completion, with all information required by the California Civil Code;

2. All written guarantees and warranties;

3. Evidence that the Performance Bond has been extended and will remain in effect for the period specified in Section 1-7.2 of the Standard Specifications, as modified by these General Provisions;

4. All “as-builts”;

5. Duplicate copies of all operating instructions and manufacturer’s operating catalogs and data, together with such field instructions as necessary to fully instruct City personnel in correct operation and maintenance procedures for all equipment installed listed under the electrical, air conditioning, heating, ventilating and other trades. This data and instructions shall be furnished for all equipment requiring periodic adjustments, maintenance or other operation procedures.

The Contractor shall allow at least seven (7) Working Days’ notice for final inspection. Such notice shall be submitted to the City Engineer in writing. 3-13.3 Warranty
For the purposes of the calculation of the start of the warranty period, the Work shall be deemed to be completed upon the date of recordation of the Notice of Completion. If that direction is contingent on the completion of any items remaining on a punchlist, the Work shall be deemed to be completed upon the date of the City Engineer’s acceptance of the final item(s) on that punchlist.

The Contractor shall repair or replace defective materials and workmanship as required in this Section 3-13.3 at its own expense. Additionally, the Contractor agrees to defend, indemnify and hold the City harmless from claims of any kind arising from damage, injury or death due to such defects.

The parties agree that no certificate given shall be conclusive evidence of the faithful performance of the Contract, either in whole or in part, and that no payment shall be construed to be in acceptance of any defective Work or improper materials. Further, the certificate or final payment shall not terminate the Contractor’s obligations under the warranty herein. The Contractor agrees that payment of the amount due under the Contract and the adjustments and payments due for any Work done in accordance with any alterations of the same, shall release the City, the City Council and its officers and employees from any and all claims or liability on account of Work performed under the Contract or any alteration thereof.

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SECTION 4. CONTROL OF MATERIALS
4-1 GENERAL
The Contractor and all Subcontractors, suppliers, and vendors shall guarantee that the Work will meet all requirements of this Contract as to the quality of materials, equipment, and workmanship.

Material Specifications: Whenever any material is specified by name and number thereof, such specifications shall be deemed to be used for the purpose of facilitating a description of the materials and establishing the quality of the materials to be used. All materials shall be new and the best of their class and kind. No substitution will be permitted which has not been approved in writing by the Engineer.

Material List: A complete material list shall be submitted prior to performing any work. Catalog data and full descriptive literature and manufacturer's specifications and installation instructions shall be submitted whenever the use of items different than those specified is requested. The material list shall be submitted using the following sample layout (double spaced between each item).

Item No. Description Manufacturer Model Number

1. material ABC Corp. XXX
Approval of Substitutes: Approval of any items, alternates or substitutes indicates only that the product(s) apparently meet the requirements of the drawings and specifications on the basis of the information and/or samples submitted.

Contractor's Responsibility: Manufacturer's warranties shall not relieve the Contractor of liability under these Specifications. Such warranties only shall supplement the Contractor's responsibility. 4-4 TESTING
Except as elsewhere specified, the City shall bear the cost of testing materials and workmanship that meet or exceed the requirements indicated in the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor. 4-6 TRADE NAMES
If the Contractor requests to substitute an equivalent item for a brand or trade name item, the burden of proof as to the comparative quality and suitability of alternative equipment or articles or materials shall be upon the Contractor, and the Contractor shall furnish, at its own expense, all information necessary or related thereto as required by the City Engineer. All requests for substitution shall be submitted, together with all documentation necessary for the City Engineer to determine equivalence, no later than fifteen calendar days (15) Days after the award of Contract, unless a different deadline is listed in the Special Provisions.

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SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.1 Public Work
The Contractor acknowledges that the Project is a “public work” as defined in Labor Code Section 1720 et seq. (“Chapter 1”), and that this Project is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations (“DIR”) implementing such statutes. The Contractor shall perform all Work on the Project as a public work. The Contractor shall comply with and be bound by all the terms, rules and regulations described in (a) and (b) as though set forth in full herein. 5-3.2 Copies of Wage Rates
Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Project are on file at City Hall and will be made available to any interested party on request. By initiating any Work, the Contractor acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and the Contractor shall post such rates at each job site covered by these Contract Documents.

The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty paid to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to these Contract Documents by the Contractor or by any Subcontractor.
5-3.3 Payroll Records
The Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires the Contractor and each Subcontractor to (1) keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Contractor has ten (10) days in which to comply subsequent to receipt of a written notice requesting these records, or as a penalty to the City, the Contractor shall forfeit one hundred dollars ($100) for each Day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.

The Contractor and each Subcontractor shall comply with and be bound by the provisions of Labor Code Section 1771.4(a)(3), which requires that each Contractor and each Subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner at least monthly, in a format prescribed by the Labor Commissioner.
5-3.4 Hours of Labor
The Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. The Contractor shall comply with and be bound by Labor Code Section 1810. The Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for Lugo Park Soccer Field Rehabilitation Project
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workers who work excess hours. The Contractor shall, as a penalty paid to the City, forfeit twentyfive dollars ($25) for each worker employed in the performance of this Project by the Contractor or by any Subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of the Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1-1/2) times the basic rate of pay. 5-3.5 Apprentices
The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. The Contractor shall be responsible for compliance with these Sections for all apprenticeable occupations. Before commencing Work on this Project, the Contractor shall provide the City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) Days after concluding Work, Contractor and each of its Subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Contract.
5-3.6 Debarment or Suspension
The Contractor shall not perform Work with any Subcontractor that has been debarred or suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. The Contractor and Subcontractors shall not be debarred or suspended throughout the duration of this Contract pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. If the Contractor or any Subcontractor becomes debarred or suspended during the duration of the Project, the Contractor shall immediately notify the City. 5-3.7 Registration with the DIR
In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. 5-3.8 Compliance Monitoring and Posting Job Sites
This Project is subject to compliance monitoring and enforcement by the DIR. The Contractor shall post job site notices, as prescribed by regulation. 5-3.9 Subcontractors
For every Subcontractor who will perform Work on the Project, the Contractor shall be responsible for such Subcontractor’s compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and the Contractor shall include in the written Contract between it and each Subcontractor a copy of the provisions in this Section 5-3 of the General Provisions and a requirement that each Subcontractor shall comply with those provisions. The Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure Subcontractor’s compliance, including without limitation, conducting a periodic review of the certified payroll records of the Lugo Park Soccer Field Rehabilitation Project
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Subcontractor and upon becoming aware of the failure of the Subcontractor to pay its workers the specified prevailing rate of wages. The Contractor shall diligently take corrective action to halt or rectify any failure.
5-3.10 Prevailing Wage Indemnity
To the maximum extent permitted by law, the Contractor shall indemnify, hold harmless and defend (at the Contractor’s expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the role of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed in Section 5-3 of the General Provisions by any Person (including the Contractor, its Subcontractors, and each of their officials, officers, employees and agents) in connection with any Work undertaken or in connection with the Contract Documents, including without limitation the payment of all consequential damages, attorneys’ fees, and other related costs and expenses. All duties of the Contractor under this Section 5-3.10 shall survive expiration or termination of the Contract. 5-4 INSURANCE
5-4.1 General
The first paragraph of Section 5-4.1 of Part 1 of the Standard Specifications shall not be incorporated and shall instead be replaced with the following:

The Contractor shall provide and maintain insurance naming the City, its elected and appointed officials, officers, employees, attorneys, agents, volunteers, and independent contractors in the role of City officials as insureds or additional insureds regardless of any inconsistent statement in the policy or any subsequent endorsement whether liability is attributable to the Contractor or the City. The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations contained in the Contract.
5-4.2 General Liability Insurance
The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full force and effect the insurance referenced in Section 5-4 of Part 1 of the Standard Specifications, as modified below.
5-4.2.1Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, volunteers, and independent contractors in the role of City officials, shall be the insured or named as additional insureds covering the Work, regardless of any inconsistent statement in the policy or any subsequent endorsement, whether liability is attributable to the Contractor or the City. 5-4.2.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations contained in these Contract Documents.

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5-4.2.3 Replacement Insurance
The Contractor agrees that it will not cancel, reduce, or otherwise modify the insurance coverage.

The Contractor agrees that if it does not keep the required insurance in full force and effect, and such insurance is available at a reasonable cost, the City may take out the necessary insurance and pay the premium thereon, and the repayment thereof shall be deemed an obligation of the Contractor and the cost of such insurance may be deducted, at the option of the City, from payments due the Contractor. This shall be in addition to all other legal options available to the City to enforce the insurance requirements.
5-4.2.4 Certificates of Insurance with Original Endorsements The Contractor shall submit to the City certificates of insurance with the original endorsements, both of which reference the same policy number, for each of the insurance policies that meet the insurance requirements, not less than one (1) day before beginning of performance under the Contract. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. Endorsements may be executed on the City’s standard forms titled “Additional Insured Endorsement,” copies of which are provided in the Contract Documents, or on any other form that contains substantially the same terms and is approved by the City’s Risk Manager. In any case, the endorsements must specifically name the City of Maywood and its elected and appointed officials, officers, employees, attorneys, agents, volunteers, and independent contractors in the role of City officials as insureds or additional insureds. Current insurance certificates and endorsements shall be kept on file with the City at all times during the term of this Contract. The City reserves the right to require complete, certified copies of all required insurance policies at any time.
5-4.2.5Subcontractors
The Contractor shall require each of its Subcontractors that perform Services under the Contract to maintain insurance coverage that meets all of the requirements of this Section 5-4. 5-4.5 Insurance Requirements not Limiting
If the Contractor maintains broader coverage and/or higher limits than the minimums required in this Section 5-4, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

5.7 SAFETY
5-7.8 Steel Plate Covers
5-7.8.1 General
The Contractor shall cover all openings, trenches, and excavations at the end of each Work Day with steel plate covers.

Section 5-8 is hereby added to Section 1 of Part 1 of the Standard Specifications, as follows:

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5-8 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 5-4.1 of the Standard Specifications.
5-8.1 Contractor’s Duty.

To the fullest extent permitted by law, the Contractor shall, at its sole cost and expense, defend, hold harmless and indemnify the City and its elected officials, officers, attorneys, agents, employees, volunteers, successors, assigns and those City agents serving as independent contractors in the role of City officials (collectively “Indemnitees”), from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, stop payment notices, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, or other professionals and all costs associated therewith and the payment of all consequential damages (collectively “Liabilities”), in law or equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of the Contractor, its officers, agents, servants, employees, Subcontractors, materialmen, contractors or their officers, agents, servants or employees (or any entity or individual for whom the Contractor bears legal liability) in the performance of the Contract, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as determined by court decision or by the agreement of the Parties. The Contractor shall defend the Indemnitees in any action or actions filed in connection with any Liabilities with counsel of the Indemnitees’ choice, and shall pay all costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in connection with such defense. The Contractor shall reimburse the Indemnitees for any and all legal expenses and costs incurred by Indemnitees in connection therewith. The City shall not be liable for any accident, loss, or damage to the Work prior to completion, except as otherwise specified in Section 6-5.
5-8.1.1 Taxes and Workers’ Compensation.

The Contractor shall pay all required taxes on amounts paid to the Contractor under the Contract, and indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract. The Contractor shall fully comply with the Workers’ Compensation law regarding the Contractor and the Contractor’s employees. The Contractor shall indemnify and hold the City harmless from any failure of the Contractor to comply with applicable Workers’ Compensation laws. The City may offset against the amount of any fees due to the Contractor under the Contract any amount due to the City from the Contractor as a result of the Contractor’s failure to promptly pay to the City any reimbursement or indemnification arising under this Subsection 5-8.1.1. 5-8.1.2Subcontractor Indemnity Agreements.

The Contractor shall obtain executed indemnity agreements with provisions identical to those in this Section 5-8 from each and every Subcontractor or any other person or entity involved by, for, with or on behalf of the Contractor in the performance of the Contract. If the Contractor fails to obtain such indemnity obligations, the Contractor shall be fully responsible and indemnify, hold harmless and defend the Indemnitees from and against any and all Liabilities at law or in equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of the Contractor’s Subcontractor, its officers, agents, servants, employees, Subcontractors, materialmen, contractors or their officers, agents, servants or Lugo Park Soccer Field Rehabilitation Project
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employees (or any entity or individual for whom the Contractor’s Subcontractor bears legal liability) in the performance of the Contract, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as determined by final court decision or by the agreement of the Parties. 5-8.2 Workers’ Compensation Acts not Limiting.

The Contractor’s indemnifications and obligations under this Section 5-8, or any other provision of the Contract, shall not be limited by the provisions of any Workers’ Compensation act or similar act. The Contractor expressly waives its statutory immunity under such statutes or laws as to the City, its officers, agents, employees and volunteers.
5-8.3 Insurance Requirements not Limiting.

The City does not, and shall not, waive any rights that it may possess against the Contractor because of the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to the Contract. The indemnities in this Section 5-8 shall apply regardless of whether or not any insurance policies are determined to be applicable to the Liabilities, tax, assessment, penalty or interest asserted against the City. 5-8.4 Civil Code Exception.

Nothing in this Section 5-8 shall be construed to encompass Indemnitees’ sole negligence or willful misconduct to the limited extent that the underlying Contract is subject to Civil Code Section 2782(a) or the City’s active negligence to the limited extent that the underlying Contract Documents are subject to Civil Code Section 2782(b), provided such sole negligence, willful misconduct or active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction.
5-8.5 Nonwaiver of Rights.

Indemnitees do not and shall not waive any rights that they may possess against the Contractor because the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to these Contract Documents. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. 5-8.6 Waiver of Right of Subrogation.

The Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all Claims arising out of or incident to the activities or operations performed by or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive negligence by Indemnitees.

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5-8.7 Survival of Terms.

The Contractor’s indemnifications and obligations under this Section 5-8 shall survive the expiration or termination of the Contract, are intended to be as broad and inclusive as is permitted by the law of the State and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee’s right to recover under this indemnity provision, and an entry of judgment against the Contractor shall be conclusive in favor of the Indemnitee’s right to recover under this indemnity provision.

SECTION 6. PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
One (1) week before the scheduled pre-construction meeting, the Contractor must submit to the City Engineer for review and approval the construction schedule required by the first paragraph of Section 6-1.1. The Contractor shall make revisions as required by the City Engineer. The schedule must account for all subcontract work, as well as the work of the Contractor, submittals, coordination with the other contractors performing concurrent work and the Traffic Control Plan.

The Contractor shall update this Construction Schedule when directed by the City Engineer, or when:
a. A Change Order significantly affects the Contract completion date or the sequence of construction approach or activities; or
b. The actual sequence of the Work, or the planned sequence of the Work, is changed and does not conform to the Contractor’s current accepted Project construction schedule.

The Contractor shall submit an updated construction schedule with its monthly invoice every month. Progress payments shall be contingent upon the receipt of monthly updated construction schedules.
6-1.1.1 Pre-Construction Conference
Approximately fifteen calendar (15) Days before the commencement of Work at the site, a preconstruction conference will be held at the City and shall be attended by the Contractor’s Project manager, its on-site field superintendent, and any Subcontractors that the Contractor deems appropriate. Attendance by the Contractor and any Subcontractors designated is mandatory.

Contractor shall submit its twenty-four (24) hour emergency telephone numbers to the City Engineer for approval a minimum of two (2) Working Days before the pre-construction conference.

Unless previously submitted to the City Engineer, the Contractor shall bring to the preconstruction conference copies of each of the following:
1) Construction Schedule.
2) Procurement schedule of major equipment and materials and items requiring long lead time.
3) Shop drawing/sample submittal schedule.
4) Preliminary schedule of values (lump sum price breakdown) for progress payment purposes.

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5) Written designation of the on-site field superintendent and the Project manager.

Both daytime and emergency telephone numbers shall be included in the written designation.

The purpose of the conference is to designate responsible personnel and establish a working relationship. The parties will discuss matters requiring coordination and establish procedures for handling such matters. The complete agenda will be furnished to the Contractor before the meeting date. The Contractor shall be prepared to discuss all of the items listed below. 1) The Contractor’s construction schedule.
2) Notification of local residents before starting any Work and keeping them informed throughout the Project.
3) Procedures for transmittal, review, and distribution of the Contractor’s submittals. 4) Processing applications for payment.
5) Maintaining record documents.
6) Critical Work sequencing.
7) Maintaining sewage service during construction, including proposed by-passes. 8) NPDES requirements, if any.
9) Field decisions and Change Orders.
10) Use of Project site, office and storage areas, security, housekeeping, and the City’s needs.
11) Major equipment deliveries and priorities.
12) Traffic control.
13) Any other item that the City representative states is relevant to the meeting. 6-1.1.2 Weekly Progress Meetings
Progress meetings will be held each week during the course of the Project. The meeting location, day of the week and time of day will be mutually agreed to by the City and the Contractor. The Contractor shall provide a two (2) week “look ahead” schedule for each meeting. The construction manager will preside at these meetings and will prepare the meeting agenda, meeting minutes and will distribute minutes to all persons in attendance. As the Work progresses, if it is determined by agreement of the attendees, that weekly meetings are not necessary, the weekly progress meetings may be changed to bi-weekly progress meetings. 6-1.2 Commencement of the Work
The Contractor shall not begin any construction activity at the site before the issuance of the Notice to Proceed. Any Work that is done by the Contractor in advance of the Notice to Proceed shall be considered as being done at the Contractor’s own risk and responsibility, and as a consequence will be subject to rejection.

Section 6-1.3 is hereby added to Section 6 of Part 1 of the Standard Specifications, as follows:
6-1.3 Working Days And Hours
Except as otherwise specified, working hours in traffic lanes will be restricted to between the hours of 8:30 a.m. and 3:00 p.m., and, except as otherwise stated in the Special Provisions or approved by the City Engineer, working hours for areas not affecting traffic are between 7:00 a.m. and 4:00 p.m. Monday through Friday, excluding legal holidays and weekends.

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City offices are closed on the following days: New Years Day; President’s Day; Memorial Day; Independence Day; Labor Day; Veteran’s Day; Thanksgiving (2 days) and Christmas Day. During these holidays, inspections will not be available.

In addition, no Work will be allowed on any special election Day that may be declared. Should a special election Day be declared, a time extension of one (1) Working Day will be granted for each such Day.

A permit may have other hours or Days for the Contractor to do the Work, and those hours and Days shall supersede any hours and Days written in this Section.

Whenever the Contractor is permitted or directed to perform night Work or to vary the period during which Work is performed during the Working Day, the Contractor shall give twelve (12) hours’ notice to the City Engineer so that inspection may be provided. A charge may be made to the Contractor for approved overtime or weekend inspections requested by the Contractor. 6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.

Unless otherwise agreed in writing, an adjustment to the Contract time by reason of a Change Order shall be agreed to at the time the Change Order is issued and accepted by Contractor. If the Change Order does not reserve the right of the parties, or either of them, to seek an adjustment to the Contract time, then the parties forever relinquish and waive such right and there shall be no further adjustments to the Contract time.

No extension of time will be granted for any event, including pandemics, leading to the issuance of a “stay at home” or similar kind of order by any local, State, or federal governmental authority, if the Work has been deemed, either by emergency order or proclamation, or operation of law, to be an essential service that is exempt from such stay at home or similar order. 6-4.2 Extensions of Time
In the event it is deemed appropriate by the City to extend the time for completion of the Work, any such extension shall not release any guarantee for the Work required by the Contract Documents, nor shall any such extension of time relieve or release the Sureties on the Bonds executed. In executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extensions of time. The amount of time allowed by an extension of time shall be limited to the period of the delay giving rise to the same as determined by the City. Notwithstanding any dispute which may arise in connection with a claim for adjustment of the Contract time, the Contractor shall promptly proceed with the Work.
6-4.3 Payment for Delays
Notwithstanding any other terms and conditions of the Contract Documents, the City shall have no obligation whatsoever to increase the Contract Price or extend the time for delays.

Unless compensation and/or markup is agreed upon by the City, the Contractor agrees that no payment of compensation of any kind shall be made to the Contractor for damages or increased overhead costs caused by any delays in the progress of the Contract, whether such delays are avoidable or unavoidable or caused by any act or omission of the City or its agents. Any accepted Lugo Park Soccer Field Rehabilitation Project
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delay claim shall be fully compensated for by an extension of time to complete the performance of the Work.

This Section shall not apply to compensable delays caused solely by the City. If a compensable delay is caused solely by the City, the Contractor shall be entitled to a Change Order that:
(1) extends the time for completion of the Contract by the amount of delay caused by the City; and (2) provides equitable adjustment, as determined by the City, to the Contractor. 6-4.5 Delay in Obtaining Materials
No extension of time will be granted for a delay caused by the inability to obtain materials unless the Contractor either obtains advance written approval from City Engineer or obtains from the supplier and furnishes to the Engineer documentary proof that such materials could not be obtained due to war, government regulations, labor disputes, strikes, fires, floods, adverse weather conditions necessitating the cessation of work, or other similar action of the elements.

The Contractor is required to order materials in a timely manner as specified in the "Instruction to Bidders".
6-8 TERMINATION OF THE CONTRACT FOR CONVENIENCE
The following sentence is added to Section 6-8:

In no event (including termination for impossibility or impracticability, due to conditions or events beyond the control of the City, for any other reason or for no reason) shall the total amount of money to Contractor exceed the amount which would have been paid to Contractor for the full performance of the services described in the Contract.
6-9 LIQUIDATED DAMAGES
For the purposes of the calculation of the start of the liquidated damages, the Work shall be deemed to be completed when the same has been completed in accordance with the Plans and Specifications therefor and to the satisfaction of the City Engineer, and the City Engineer has certified such completion in accordance with Section 3-13.1 of Part 1 of the Standard Specifications. See Notice Inviting Bids for Liquidated Damages.

SECTION 7. MEASUREMENT AND PAYMENT

7.3 PAYMENT

7.3.1 General
The unit and lump sum prices to be paid shall constitute full compensation for all labor, equipment, materials, tools and incidentals required to complete the Project as outlined in these Contract Documents and as directed by the City Engineer. Mobilization payment shall be paid as a percentage of the total completed portions of the project at the time of submittal of the progress payment. In accordance with Public Contract Code Section 7107, if no claims have been filed and are still pending, the amount deducted from the final estimate and retained by the City will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be withheld for any other lawful purposes.

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7-3.2 Partial and Final Payment
7-3.2.1 Monthly Closure Date and Invoice Date
For purposes of Section 7-3.2, the monthly closure date shall be the last Day of each month. A measurement of Work performed, and a progress estimate of the value thereof based on the Contract and of the monthly payment shall be prepared by the Contractor and submitted to the City Engineer before the tenth (10th) Day of the following month for verification and payment consideration.
7-3.2.2Payments
The City shall make payments within thirty (30) Days after receipt of the Contractor’s undisputed and properly submitted payment request, including an updated construction schedule pursuant to Section 6-1.1 of the General Provisions. The City shall return to the Contractor any payment request determined not to be a proper payment request as soon as practicable, but not later than seven (7) Days after receipt and shall explain in writing the reasons why the payment request is not proper.
7-3.2.3 Retention
The City shall withhold not less than five percent (5%) from each progress payment. However, at any time after fifty percent (50%) of the Work has been completed, if the City Council finds that satisfactory progress is being made, it may, at its discretion, make any of the remaining progress payments in full for actual Work completed. The City shall withhold not less than five percent (5%) of the Contract Price from the Final Payment Amount (defined in Section 7-3.2.4) until at least thirty-five (35) days after recordation of the Notice of Completion, or recordation of a notice of acceptance or cessation, but not later than the period permitted by Public Contract Code Section 7107.
7-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the City Engineer, the City Engineer shall notify the City Clerk that the Contract has been completed in its entirety. The Contractor shall then submit to the City Engineer a written statement of the final quantities of Contract items for inclusion in the final invoice. Upon receipt of such statement, the City Engineer shall check the quantities included therein and shall authorize a payment amount, which in the City Engineer’s opinion shall be just and fair, covering the value of the total amount of Work done by the Contractor, less all previous payments and all amounts to be retained under the provisions of the Contract Documents (“Final Payment Amount”). The City Engineer shall then request that the City accept the Work and that the City Clerk be authorized to file, on behalf of the City in the office of the County Recorder, a Notice of Completion of the Work herein agreed to be done by the Contractor. In addition, the final payment will not be released until the Contractor returns the control set of Plans and Specifications showing the redlined as-built conditions.

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7-3.2.5Substitute Security
In accordance with Public Contract Code Section 22300, the Contractor may request that it be permitted to substitute securities in lieu of having retention withheld by the City from progress payments when such payments become due or, in the alternative, the Contractor may request that the City make payments of earned retentions directly to an agreed upon designated escrow agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the following shall control.

7.3.2.5.1 Substitution of Securities for Performance Retention At some reasonable time before any progress payment would otherwise be due and payable to the Contractor in the performance of Work under these Contract Documents, the Contractor may submit a request to the City in writing to permit the substitution of retentions with securities equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld.

The Contractor shall deposit such securities with the City or may, in the alternative, deposit such securities in escrow with a State or federally chartered bank in California, as the escrow agent, at the Contractor’s expense. Such securities will be the equivalent or greater in value of the estimated amount of retention. If the Contract is modified by written Modifications or Change Orders or the Contractor otherwise becomes entitled to receive an amount more than the Contract Price at the time the securities are deposited, the Contractor shall, at the request of the City, deposit with the City or escrow agent, whichever is applicable, additional securities within a reasonable time so that the amount of securities on deposit with the City or escrow agent is equivalent or greater in value than the amount of retention the City would otherwise be entitled to withhold from progress payments due or to become due to the Contractor as the Work progresses.

The City shall withhold any retention amount that exceeds the security amount until the additional securities are deposited and, if the deposit is with an escrow agent, the City has confirmation from that escrow agent of the new total value of securities. Upon satisfactory completion of the Contract, which shall mean, among other things, that the City is not otherwise entitled to retain proceeds from progress payments as elsewhere provided in the Contract or under applicable law, the securities shall be returned to the Contractor. The City shall, within its sole discretion, determine whether the amount of the securities on deposit with the City or escrow agent is equal to or greater than the amount of estimated retention of progress payments that could otherwise be held by the City if the Contractor had not elected to substitute same with securities. 7-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent As an alternative to the substitution of securities, as provided above, or the City otherwise retaining and holding retention proceeds from progress payments, the Contractor may request the City to make payments of retentions earned directly to an escrow agent with the same qualifications as required in Section 7-3.2.5.1 above and at the expense of the Contractor. At its sole expense, the Contractor may direct the investment of such retention payments into only such securities as mentioned in Section 7-3.2.5.4 below and shall be entitled to interest earned on such investments on the same terms provided for securities deposited by the Contractor. Upon satisfactory completion of the Contract, which shall mean when the City would not otherwise be entitled to withhold retention proceeds from progress payments had the Contractor not elected to have such proceeds deposited into escrow, the Contractor shall be allowed to receive from the escrow agent all securities, interest and payments deposited into escrow pursuant to the terms of this Section. The Contractor shall pay to each Subcontractor, not later than ten (10) Days of receipt of payment, the respective amount of interest earned, net of costs attributed to retention Lugo Park Soccer Field Rehabilitation Project
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withheld from each Subcontractor, on the amount withheld to ensure performance of the Contractor.
7-3.2.5.3 Subcontractor Entitlement to Interest
If the Contractor elects to receive interest on any moneys withheld in retention by the City, then the Subcontractor shall receive the identical rate of interest received by the Contractor on any retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata costs associated with administering and calculating that interest. In the event that the interest rate is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the interest rate paid during the time that retentions were withheld from the Subcontractor. If the Contractor elects to substitute securities in lieu of retention, then, by mutual consent of the Contractor and the Subcontractor, the Subcontractor may substitute securities in exchange for the release of moneys held in retention by the Contractor. The Contractor shall pay each Subcontractor, not later than ten (10) Days after receipt of escrow moneys, the amount owed to each Subcontractor from the moneys plus the respective amount of interest earned, net of costs attributed to the retention held from each Subcontractor, on the amount of retention withheld to ensure performance of the Subcontractor.
7-3.2.5.4 Securities Eligible for Investment
Securities eligible for investment shall include those listed in Government Code Section 16430, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed upon between the Contractor and the City. The Contractor shall be the beneficial owner of any securities substituted for any monies withheld and shall receive any interest thereon.
7-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention The escrow agreement that shall be used for the deposit of securities in lieu of retention shall substantially conform to the form prescribed in Public Contract Code Section 22300(f). 7-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements If there is any inconsistency between or differences in Public Contract Code Section 22300 and the terms of this provision, or any future amendments thereto, Section 22300 shall control.

Section 7-3.9 is hereby added to Section 7-3 of Part 1 of the Standard Specifications, as follows:
7-3.9 AUDIT
The City or its representative shall have the option of inspecting and/or auditing all records and other written materials used by the Contractor in preparing its billings to the City as a condition precedent to any payment to the Contractor or in response to a construction claim or a Public Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three (3) years after final payment under the Contract. The Contractor shall include a copy of this Section 7-3.9 in all contracts with its Subcontractors, and the Contractor shall be responsible for immediately obtaining those records or other written material from its Subcontractors upon a request by the State Auditor or the City. If the Project includes other auditing requirements, those additional requirements will be listed in the Special Provisions.

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SECTION 8 FACILITIES FOR AGENCY PERSONNEL
8-1 General
No field offices for City personnel shall be required; however, City personnel shall have the right to enter upon the Project at all times and shall be admitted to the offices of the Contractor to use the telephone, desk and sanitary facilities provided by the Contractor for its own personnel.

Section 9 is hereby added to Part 1 of the Standard Specifications, as follows:

SECTION 9. ADDITIONAL TERMS
9-1 NONDISCRIMINATORY EMPLOYMENT
The Contractor shall not unlawfully discriminate against any individual based on race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. The Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations.
9-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City Council in accordance with Section 3-13.2 of the General Provisions, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the action of the elements, criminal acts, or any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance and shall bear the expense thereof, except for such injuries or damages arising from the sole negligence or willful misconduct of the City, its officers, agents, or employees. In the case of suspension of Work from any cause whatever, the Contractor shall be responsible for all materials and the protection of Work already completed, shall properly store and protect them if necessary, and shall provide suitable drainage and erect temporary structures where necessary. 9-4 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY
Any portions of curb, gutter, sidewalk, or any other City improvement damaged by the Contractor during the course of construction shall be replaced by the Contractor at its own cost. The cost of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown in the Bid form and Specifications, and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during its operation), shall be paid to the Contractor at the unit prices submitted in his or her Bid. 9-5 REMOVAL OF INTERFERING OBSTRUCTIONS
The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and obstructions of any character encountered during the process of excavation. It is understood that the cost of any such removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work.

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9-6 SOILS ENGINEERING AND TESTING
A certified materials testing firm may be retained by the City to perform materials tests during the Contractor’s entire operation to ascertain compliance with the Contract requirements. The City shall be responsible for the first series of tests. If the initial tests do not meet the Contract requirements, the Contractor shall bear the cost of all subsequent tests.

If the City requires other tests or more specific requirements for testing regarding this Project, those details will be included in the Special Provisions. 9-7 ACCESS TO PRIVATE PROPERTY
Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all fees and costs associated with securing permission to access private property for any portion of the Project.
9-9 CLAIM DISPUTE RESOLUTION
In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor shall not cause any delay or cessation in or of Work but shall proceed with the performance of the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. The Disputed Work will be categorized as an “unresolved dispute” and payment, if any, shall be as later determined by mutual agreement or a court of law. The Contractor shall keep accurate, detailed records of all Disputed Work, claims and other disputed matters.

All claims arising out of or related to the Contract Documents or this Project, and the consideration and payment of such claims, are subject to the Government Claims Act (Government Code Section 810 et seq.) with regard to filing claims. All such claims are also subject to Public Contract Code Section 9204 and Public Contract Code Section 20104 et seq. (Article 1.5), where applicable. This Contract hereby incorporates those provisions as though fully set forth herein.

Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and Article 1.5 (if applicable) and must then adhere to Section 9204 and Article 1.5 (as applicable), pursuant to the definition of “claim” as individually defined therein. a. Payment for Labor and Materials. The Contractor shall pay and cause the subcontractors to pay any and all accounts for labor, including Worker's Compensation premiums, State Unemployment and Federal Social Security payments and all other wage and salary deductions required by law. The Contractor also shall pay and cause the subcontractors to pay any and all accounts for services, equipment and materials used by it and the subcontractors during the performance of work under this contract. All such accounts shall be paid as they become due and payable. If requested by the Engineer, the Contractor shall immediately furnish the City with proof of payment of such accounts. b. Additional Work. Payment for additional work and all expenditures in excess of the bid amount must be authorized in writing by the City Engineer. Such authorization shall be obtained by the Contractor prior to engaging in additional work. It shall be the Contractor's sole responsibility to obtain written approval from City Engineer for any change(s) in material or in the work proposed by suppliers or subcontractors. No payment shall be made to the Contractor for additional work which has not been approved in writing, and Lugo Park Soccer Field Rehabilitation Project
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the Contractor hereby agrees that it shall have no right to additional compensation for any work not so authorized.
c. Claims. The Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the City, or the happening of any event, thing, or occurrence, unless he shall have given the City due written notice of potential claim as hereinafter specifications. The written notice of potential claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. Said notice shall be submitted on a form approved by the City at least forty-eight (48) hours (two working days) in advance of performing said work, unless the work is of an emergency nature, in which case the Contractor shall notify and obtain approval from the Inspector prior to commencing the work. The City Engineer. may require the Contractor to delay construction involving the claim, but no other work shall be delayed, and the Contractor shall not be allowed additional costs for any said delay but may be allowed on extension of time if the City Engineer. agrees that the work delayed is a controlling element of the Construction Schedule. The Contractor shall be required to submit any supporting data (or a detailed written explanation justifying further delay) within five (5) Work Days of a request from the City Engineer, and shall be responsible for any delays resulting from late and/or incomplete submittals. By submitting a Bid, the Contractor hereby agrees that this Section shall supersede Sections 6-6.3 and 6-6.4 of the Standard Specifications.

The City shall be the sole authority to interpret all plans, specifications and contract documents, and no claim shall be accepted which is based on the Contractor's ignorance, misunderstanding or noncompliance with any provision or portion thereof.

The above provisions shall supplement Section 3 of the Standard Specifications. The Contractor shall be responsible to provide all data and to obtain all approvals required by said Specifications, including submittal of Daily Extra Work Reports. No claims or extras shall be approved by the City unless all work was done under the direction of and subject to the approval of the Inspector. Disputed work claims shall comply with Section 3 of the Standard Specifications, as modified herein.

It is the intention of this Subsection that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Engineer at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing or occurrence for which no written notice of potential claim as herein required was filed. d. Noncompliance with Plans and Specifications. Failure of the Contractor to comply with any requirement of the Plans and Specifications, and/or to immediately remedy any such noncompliance upon notice from the Engineer, may result in suspension of Contract Progress Payments. Any Progress Payments so suspended shall remain in suspension until the Contractor's operations and/or submittals are brought into compliance to the satisfaction of the Engineer. No additional compensation shall be allowed as a result of suspension of Progress Payments due to noncompliance with the plans or specifications.

The Contractor shall not be permitted to stop work due to said suspension of Progress Payments.

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9-10 THIRD PARTY CLAIMS
The City shall have full authority to compromise or otherwise settle any claim relating to the Project at any time. The City shall timely notify the Contractor of the receipt of any third-party claim relating to the Project. The City shall be entitled to recover its reasonable costs incurred in providing this notice.
9-11 COMPLIANCE WITH LAWS
The Contractor shall comply with all applicable federal, State, and local laws, ordinances, codes and regulations in force at the time the Contractor performs pursuant to the Contract Documents. 9-12 CONTRACTOR’S REPRESENTATIONS
By signing the Contract, the Contractor represents, covenants, agrees, and declares under penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in the Contract Documents; (b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its full performance under the Contract Documents; (c) there is no litigation pending against the Contractor that could adversely affect its performance of the Contract, and the Contractor is not the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual knowledge, neither the Contractor nor its personnel have been convicted of a felony. 9-13 CONFLICTS OF INTEREST
The Contractor agrees not to accept any employment or representation during the term of the Contract or within twelve (12) months after acceptance as defined in Section 3-13.2 of the General Provisions that is or may likely make the Contractor “financially interested,” as provided in Government Code Sections 1090 and 87100, in any decisions made by the City on any matter in connection with which the Contractor has been retained pursuant to the Contract Documents. 9-14 APPLICABLE LAW
The validity, interpretation, and performance of these Contract Documents shall be controlled by and construed under the laws of the State of California, excluding California’s choice of law rules.

Venue for any such action relating to the Contract shall be in the Superior Court with geographic jurisdiction over the City.
9-15 TIME
Time is of the essence in these Contract Documents.
9-16 INDEPENDENT CONTRACTOR
The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent contractors. Neither the City nor any of its officials, officers, employees or agents shall have control over the conduct of the Contractor, Subcontractors, or any of their officers, employees, or agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose of all portions of their time and activities that they are not obligated to devote to the City in such a manner and to such Persons that the Contractor or Subcontractors wish except as expressly provided in these Contract Documents. The Contractor and Subcontractors shall have no power Lugo Park Soccer Field Rehabilitation Project
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to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not, at any time or in any manner, represent that they or any of their agents, servants, or employees, are in any manner agents, servants or employees of the City. The Contractor and Subcontractors agree to pay all required taxes on amounts paid to them under the Contract, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract Documents. The Contractor shall include this provision in all contracts with all Subcontractors. 9-17 CONSTRUCTION
In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of these Contract Documents shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Contract Documents or who drafted that portion of the Contract Documents.
9-18 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES
Waiver by either party of anyone (1) or more of the conditions of performance under these Contract Documents shall not be a waiver of any other condition of performance under these Contract Documents. In no event shall the making by the City of any payment to the Contractor constitute or be construed as a waiver by the City of any breach of covenant, or any default that may then exist on the part of the Contractor, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default.
9-19 TERM
The Contract is effective as of the Effective Date listed and shall remain in full force and effect until the Contractor has fully rendered the services required by the Contract Documents or the Contract has been otherwise terminated by the City. However, some provisions may survive the term listed within this Section, as stated in those provisions. 9-20 NOTICE
Except as otherwise required by law, any notice or other communication authorized or required by these Contract Documents shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during the City’s regular business hours or (b) on the third (3rd) business day following deposit in the United States mail, postage prepaid, to the addresses listed on the Contractor’s Bid and City Hall, or at such other address as one party may notify the other.
9-21 SEVERABILITY
If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract Documents shall continue in full force and effect.

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EXHIBIT E

SPECIAL PROVISIONS

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Cudahy City CouncilDecember 3, 2024

Cudahy City Council
December 3, 2024