HomeMy WebLinkAboutC2006-525 - 12/12/2006 - Approved21416.. )!=,
12/12/06
V12006-404
SPECIAL PRE'
S Maas-Anderson Construction
SPECIFICATION
A N D
FORMS OFCONTRACFS TND END
FCR
NEIGHBORHOOD STREET RECONSTRUCTION BOND ISSUE 2004
PART A— CLUSTER 1 & 5, PART B —CLUSTER 2 & 3
PART C — CLUSTER 7, PART D --CLUSTER 1,2,3,5 & 7
LNV ENGINEENG
Engineers & Con,-.9ants
801 Navigation, j.te 30L
Corpus Christi, Ttx,,3 7846
Phone: 361-8V-1984
Fax: 361-883-1986
FOR
CITY OF C1RPUS riTY.AS
Phone: 361-82.3500
Fax: 361-826-3501
4/1,./f/'
*
PROJECT NO: 6368
DRAWING NO: STR 769 -1
Revised 6/27/99)
NEIGHBORHOOD STREETS RECONSTRUCTION
BOND 2004
PART A- CLUSTER 1 & 5, PART B- CLUSTER 2 & 3, PART C- CLUSTER 7, PART D-
CLUSTER 1, 2, 3, 5 AND 7
Table of Contents
NOTICE TO BIDDERS (Revised 10/21/98)
NOTICE TO CONTRACTORS - A
Insurance Requirements
NOTICE TO CONTRACTORS - B
Worker's Compensation Coverage For Building or Construction
Projects
For Government. Entities
PART A - SPECIAL PROVISIONS
A -1 Time and Place of Receiving Proposals /Pre -Bid Meeting
A -2 Definitions and Abbreviations
A -3 Description of Project
A -4 Method of Award /Explanation of Bid Items
A -5 Items to be Submitted with Proposal
A -6 Time of Completion /Liquidated Damages
A -7 Workers Compensation Insurance Coverage
A -8 Faxed Proposals
A -9 Acknowledgment of Addenda
A -10 Wage Rates
A -11 Cooperation with Public Agencies
A -12 Maintenance of Services
A -13
A -14
A -15
A -16
A -17
A -18
A -19
A -20
A -21
A -22
Area Access and Traffic Control
Construction Equipment Spillage and Tracking
Excavation and Removals
Disposal /Salvage of Materials
Field Office
Schedule and Sequence of Construction
Construction Staking
Testing and Certification
Project Signs
Minority /Minority Business Enterprise Participation Policy
(Revised 10/98)
P. -23 Inspection Required
A -24 Surety Bonds
NOT USED (6/11/98)
A -26 Supplemental Insurance Requirements
A 27 Reaponsibi y foi Damage Claims NOT USED
A -28 Considerations for Contract Award and Execution
A -29 Contractor's Field Administration Staff
A -30 Amended "Consideration of Contract" Requirements
Table of Contents
Page of 9
A -31 Amended Policy on Extra Work and Change Orders
A-32 Amended "Execution of Contract" Requirements
A -33 Conditions of Work
A -34 Precedence of Contract Documents
A 3J5 City Watez i'acilities Special Requirements NOT USED
A -36 Other Submittals
A -37 Amended "Arrangement and Charge for Water Furnished by the City"
A -38 Worker's Compensation Coverage for Building or Construction
Projects for Government Entities
�ertzrrca pa and Fi piant_e. NOT USED
A -40 Amendment to Section B -8 -6: Partial Estimates
A -41 Ozone Advisory
A -42 OSHA Rules & Regulations
A -43 Amended Indemnification & Hold Harmless (9/98)
A -44 Change Orders (4/26/99)
A -45 As -Built Dimensions and Drawings
A -46 Disposal of Highly Chlorinated Water (7/5/00)
A -47 Pre - Construction Exploratory Excavations (7/5/00)
A -48 Overhead Electrical Wires
A -49 Amended "Maintenance Guaranty" (8/24/00)
A -50 Electronic Submittal of Bids
A -51 Value Engineering
A -52 Dust Control
A -53 Dewatering and Disposal
PART B -GENERAL PROVISIONS
PART C - FEDERAL WAGE RATES AND REQUIREMENTS
PART S - STANDARDS SPECIFICATIONS
Section 022022
Section 022040
Section 022080
Section 022420
Section 025202
Section 025205
Section 025404
Section 025412
Section 025414
Section 025418
Section 025610
Section 025802
Section 026202
Section 026206
Section 026210
Section 026214
Section 026402
Section 026404
Section 026409
Section 026411
Trench Safety for Excavations
Street Excavation (S -10)
Embankment (S - -13)
Silt Fence (S -97)
Scarifying and Reshaping Base Course (S -23)
Pavement. Repair, Curb Gutter, Sidewalk, & Driveway
Replacement (S -54)
Asphalts, Oils & Emulsions (S -29)
Prime Coat (S -30)
Aggregate for Surface Treatment and Seal Coats (S -35)
Surface Treatment (S -32)
Concrete Curb & Gutter (S -52)
Temporary Traffic Controls During Construction
Hydrostatic Testing of Pressure Systems (S -89)
Ductile Iron Pipe & Fittings (S -81)
PVC Pipe - AWWA C900 & C905 (S -83)
Grouting Abandoned Utility Lines (S -3)
Waterlines
Water Service Lines (S -87)
Tapping Sleeves & Tapping Valves (S -84)
Gate Valves for Waterlines (S -85)
Table of Contents
Page 2 of 9
Section
Section
Section
Section
Section
Section
Section
Section
Section
PART T
Section
Section
Section
Section
Section
Section
Section
Section
Section
Section
Section
Section
Section
026416
027202
027203
027205
027606
030020
032020
038000
055420
Fire Hydrants (S -86)
Manholes (S -62)
Vacuum Testing
Structures
Fiberglass Manholes (S -58A)
Sanitary Service Lines
Portland Cement Concrete (S -40)
Reinforcing Steel (S -42)
Concrete Structures (S -41)
Frames, Grates, Rings, & Covers (S -57)
Sanitary Sewer Manhole and
- TECHNICAL SPECIFICATIONS
001000 Pipe Bursting /Crushing Sanitary Sewers
001200 Removing Abandoned Structures
002100 Flexible Base
002200 Hot Mix Asphaltic Concrete Pavement
002210
002300
002700
005000
010000
022020
025402
025612
027610
PART W - DRAWINGS
Rolling
Concrete Curb Ramps
Sodding
Disinfection of Domestic Water Lines
Cement Treatment(Road Mixed)
Excavation & Backfill for Utilities & Sewers
Planing and Texturing Pavement
Concrete Sidewalks & Driveways
Televised Inspection of Conduits
1. Cover Sheet
2. Sheet Index
3. Project Vicinity
4. Project Vicinity
5. Project Location
HS)
6.
7.
8.
9.
10.
11.
12.
3.
14.
15.
16.
;7.
17.
18.
19.
20.
21,
Project
Project
Project
Project
General
General
Typical
Typical
Typical
Typical
Typical
Typical
Map Sheet 1 of 2
Map Sheet 2 of 2
Map - Cluster 1 Riverside Area (North of Calallen
Location Map- Cluster 2 Nueces Bay /Buddy Lawrence Area
Location Map- Cluster 3 South Port /Greenwood Area
Location Map- Cluster 5 Holly /Kostoryz Area
Location Map - Cluster 7 Nile Area
Notes and Testing Schedule (SHT 1 of 2)
Notes (SHT 2 of 2)
Street Sections- Clusters 1 & 2
Street Sections- Cluster 3 (SHT 1 of 2)
Street Sections- Cluster 3 (SHT 2 of 2)
Street Sections-Cluster 5 (SHT 1 of 3)
Street Sections- Clusters 5 & 7 (SHT 2 of 3)
Street Sections- Clusters 5 & 7 (SHT 3 of 3)
Typical Street Section Details
Legend & Estimated Quantities
Sequence of Work (SHT 1 of 2)
Sequence of Work (SHT 2 of 2)
Control Layout & Benchmark Info.- Cluster 1 Riverside Area (North
of Calallen HS)
Table of Contents
Page 3 of 9
23. Control Layout & Benchmark Info. - Cluster 2 Nueces Bay /Buddy
Lawrence Area
24. Control Layout & Benchmark Info.- Cluster 3 South Port /Greenwood
Area
25. Control Layout 6 Benchmark Info. - Cluster 5 Holly /Kostoryz Area
26. Control Layout a Benchmark Info. - Cluster 7 Nile Area
Removal Summary Cluster 2 and Cluster 7
River Valley Drive Plan & Profile Sta 1 +00 Thru 5 +50
River Valley Drive Plan & Profile Sta 5 +50 Thru 9 +62
Paddle Wheel Drive Plan & Profile Sta 1 +35 Thru 4 +50
Paddle Wheel Drive Plan & Profile Sta 4 +50 Thru 7 +75
Paddle Wheel Drive Plan & Profile Sta 7 +75 Thru 10 +89
Exchequer Drive Plan & Profile Sta 1 +35 Thru 4 +55
Exchequer Drive Plan & Profile Sta 4 +55 Thru 7 +25
Exchequer Drive Plan & Profile Sta 7 +25 Thru 10 +00
River Canyon Drive Plan & Profile Sta 1 +04 Thru 4 +75
River Canyon Drive Plan & Profile Sta 4 +75 Thru 8 +00
River Canyon Drive Plan & Profile Sta 8 +00 Thru 10 +75
28.
29.
30.
31 .
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
Teague Lane
Teague Lane
Teague Lane
Teague Lane
Plan
Plan
Plan
Plan
Antelope Street
Antelope Street
Antelope Street
Antelope Street
Buddy Lawrence
5 +70
& Profile Sta
& Profile Sta
& Profile Sta
& Profile Sta
Utility Plan &
Utility Plan &
Utility Plan &
Utility Plan &
Drive Utility
1 +38 Thru 5 +50
5 +50 Thru 9 +25
9 +25 Thru 13 +00
13 +00 Thru 16 +01
Profile Sta 1 +00 Thru Sta 5 +20
Profile Sta 5 +20 Thru Sta 10 +50
Profile Sta 10 +50 Thru Sta 15 +40
Profile Sta 15 +40 Thru Sta 20 +50
Plan & Profile Sta 1 +80 Thru Sta
47A. Buddy Lawrence Drive Utility Plan & Profile Sta 7 +78 Thru Sta
12 +33
48. Palm Drive Plan & Profile Sta 1 +40 Thru Sta 4 +23
49. Antelope Street Plan & Profile Sta 1 +14 To Sta 5 +20
50. Antelope Street Plan & Profile Sta 5 +20 To Sta 10 +50
51. Antelope Street Plan & Profile Sta 10 +50 To Sta 15 +40
52. Antelope Street Plan & Profile Sta 15 +40 To Sta 20 +50
53. Antelope Street Plan & Profile Sta 20 +50 To Sta 23 +15
54. Buffalo Street Utility Plan & Profile Sta 1 +00 Thru Sta 4 +70
55. Buffalo Street Utility Plan & Profile Sta 4 +70 Thru Sta 9 +15
56. Buffalo Street Utility Plan & Profile Sta 9 +15 Thru Sta 13 +75
57. Buffalo Street Utility Plan & Profile Sta 13 +75 Thru Sta 16 +69
58. Buffalo Street Plan & Profile Sta 1 +00 To Sta 4 +70
59. Buffalo Street Plan & Profile Sta 4 +70 To Sta 9 +15
60. Buffalo Street Plan & Profile Sta 9 +15 To Sta 13 +75
61. Buffalo Street Plan & Profile Sta 13 +75 To Sta 16 +19
62. MacArthur Street Plan & Profile Sta 9 +40 To 14 +45
63. MacArthur Street Plan & Profile Sta 4 +90 To 9 +40
64. MacArthur Street Plan & Profile Sta 1 +00 To 4 +90
65. Nimitz Street Plan & Profile Sta 17 +20 To 21 +70
66. Nimitz Street Plan & Profile Sta 13 +43 To 17 +20
67. Halsey Street Plan & Profile Sta 5 +75 To Sta 10 +24
68. Halsey Street Plan & Profile Sta 1 +30 To Sta 5 +75
69. Dunbar Street Plan & Profile Sta 5 +75 To Sta 10 +22
Table of Contents
Page 4 of 9
'0. Dunbar Street Plan
001. Montgomery Street
72. Montgomery Street
73. Wainwright Street
4. Wainwright Street
5, Eisenhower Street
6. Eisenhower Street
7. Eisenhower Street
8. MacArthur Street
9. MacArthur Street
80.
81.
82.
83.
84.
85.
86.
87.
88.
89.
90.
91.
MacArthur
Guadalupe
Guadalupe
Nogales Street Plan
Nogales Street Plan
Soledad Street Plan
Soledad Street Plan
Street
Street Plan
Street Plan
& Profile Sta
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan
Plan
Plan
Plan
Plan
Presa
Presa
Street Plan &
Street Plan &
Bolivar Street Plan
Bolivar Street Plan
Eisenhower Street
4 +45
& Profile
& Profile
& Profile
& Profile
& Profile
& Profile
& Profile
& Profile
& Profile
& Profile
& Profile
Profile
1 +30 To Sta
Sta 5 +80 To
Sta 1 +30 To
Sta 5 +75 To
Sta 1 +30 To
Sta 9 +20 To
Sta
Sta
Sta
Sta
4 +70
1 +00
1 +13
5 +47
5 +75
Sta 10 +24
Sta 5 +80
Sta 10 +24
Sta 5 +75
Sta 13 +43
To Sta 9 +20
To Sta 4 +70
To Sta 5 +47
To Sta 10 +37
Sta 10 +37 To Sta 15 +35
Sta 5 +75 To Sta 10 +24
Sta 1 +30 To Sta 5 +75
Sta 5 +65 To Sta 10 +24
Sta 1 +29 To Sta 5 +65
Sta 5 +75 To Sta 10 +21
Sta 1 +29 To Sta 5 +75
Sta 5 +80 To Sta 10 +23
Profile Sta 1 +29 To Sta 5 +80
& Profile Sta 5 +05 To Sta 9 +49
& Profile Sta 1 +21 To Sta 5 +05
Plan & Profile Sta 1 +21(Bolivar Street)
92. Eisenhower Street Plan & Profile Sta 4 +45 To Sta 8 +93
93. Eisenhower Street Plan & Profile Sta 8 +93 To Sta 13 +22
94. Bolivar Street Plan & Profile Sta 1 +17 to Sta 5 +10
95. Bolivar Street Plan & Profile Sta 5 +10 To 9 +38
96. Presa Street Plan & Profile Sta 1 +17 To Sta 5 +10
97. Presa Street Plan & Profile Sta 5 +10 To Sta 9 +43
98. Soledad Street Plan
99. Soledad Street Plan
100. Nogales Street Plan
101. Nogales Street Plan
Sta 2 +63
102. Guadalupe Street Plan & Profile Sta 1 +17 To Sta 5 +10
103. Guadalupe Street Plan & Profile Sta 5 +10 to Sta 8 +47
104. Niagara Street Plan & Profile Sta 1 +30 To Sta 6 +10
105. Niagara Street Plan & Profile Sta 6 +10 To Sta 10 +45
106. Whitebird Drive Plan & Profile Sta 1 +07 To Sta 6 +00
107. Whitebird Lane Plan & Profile Sta 6 +00 To Sta 11 +00
108. Whitebird Lane Plan & Profile Sta 11 +00 To Sta 15 +20
109. Elderberry Lane Plan & Profile Sta 1 +40 To Sta 5 +50
110. Elderberry Lane Plan & Profile Sta 5 +50 To Sta 8 +30
111. Blue Water Drive Plan & Profile Sta 8 +30 (Elderberry)
5 +76
112. Southern Sun Drive Plan & Profile Sta 1 +00 To Sta 5 +15
113. Hill Crest Drive Plan & Profile Sta 1 +40 To Sta 5 +50
114. Hill Crest Drive Plan & Profile Sta 5 +50 To Sta 10 +03
115. Seahawk Drive Plan & Profile Sta 1 +40 To Sta 4 +90
116. Seahawk Drive Plan & Profile Sta 4 +90 To Sta 8 +35
117. Blue Water Drive Plan & Profile Sta 6 +55 To Sta 10 +70
118. China Berry Lane lan & Profile Sta 1 +39 To Sta 5 +00
To Sta
& Profile Sta 1 +18 To Sta 4 +10
& Profile Sta 4 +10 To Sta 7 +37
& Profile Sta 1 +18 To Sta 5 +10
& Profile Sta 5 +10 To Sta 7 +37 & Sta 1 +45 To
Table of Contents
Page 5 of 9
To Sta
119.
120.
121.
122.
123.
124.
125.
126.
127.
128.
129.
130.
131.
132.
133.
134.
135.
136.
!.37.
38.
39.
140.
141.
142.
143.
144.
145.
146.
147.
148.
149.
150.
151.
152.
153.
154.
155.
156.
157.
158.
159.
China Berry Lane Plan & Profile Sta 5 +00 To Sta 9 +06
Crestwater Drive Plan & Profile Sta 1 +50 To Sta 6 +50
Crestwater Drive Plan & Profile Sta 6 +50 To Sta 10 +76
Crest Pebble Drive Plan & Profile Sta 1 +25 To Sta 4 +60
Crest Pebble Drive Plan & Profile Sta 4 +60 To Sta 9 +10
Crest Pebble Drive Plan & Profile Sta 9 +10 To Sta 11 +75
Crest Colony Lane Plan & Profile Sta 1 +00 To Sta 5 +50
Crest Colony Lane Plan & Profile Sta 5 +50 To Sta 9 +50
Crest Colony Lane Plan & Profile Sta 9 +50 To Sta 13 +05
Crest
Crest
Crest
Crest
Veil Drive Plan & Profile Sta 1 +39 To Sta 8 +10
Veil Drive Plan & Profile Sta 1 +62 To Sta 4 +80
Veil Drive Plan & Profile Sta 4 +80 To Sta 8 +10
Willow Drive Plan & Profile Sta 1 +00 To Sta 3 +17
Crest Willow Drive Plan & Profile Sta 3 +91 To Sta 8 +45
Crest Valley Circle Plan & Profile Sta 1 +35 To Sta 5 +70
Sylvan Crest Drive Plan & Profile Sta 1 +35 To Sta
Sylvan Crest Drive Plan & Profile Sta 4 +40 To Sta
Drive Plan & Profile Sta 7 +45 To Sta
A & Profile Sta 1 +00 Sta 5 +00
A & Sta 5 +00 Sta 8 +46
B & Profile Sta 1 +17 Sta 4 +95
B & Profile Sta 4 +95 Sta 8 +88
C & Profile Sta 1 +30 Sta 4 +92
C & Profile Sta 4 +92 Sta 8 +46
D & Profile Sta 1 +30 Sta 4 +95
D & Profile Sta 4 +95 Sta 8 +51
Nile Drive
Sylvan
Alley
Alley
Alley
Alley
Alley
Alley
Alley
Alley
Crest
Plan
Plan
Plan
Plan
Plan
Plan
Plan
Plan
Nile Drive
Nile Drive
Nile Drive
Nile Drive
Nile Drive
Nile Drive
Nile Drive
Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Plan & Profile
Sta
Sta
Sta
Sta
Sta
Sta
Sta
Sta
Teague Lane Striping Plan
Antelope Street Striping Plan
Antelope Street Striping Plan
Buffalo Street Striping Plan
Nile Drive Striping Plan
Nile Drive Striping Plan
Existing
Calallen
160. Existing
to
To
To
To
To
To
To
To
1 +00 To Sta 5 +00
5 +00 To Sta 9 +45
9 +45 To Sta 13 +90
13 +90 To Sta 18 +10
18 +10 To Sta 22 +60
22 +60 To Sta 27 +10
27 +10 To Sta 31 +40
31 +40 To Sta 34 +38
Gaslines Basemap- Cluster 1 Riverside
HS)
Storm Water Basemap - Cluster 1 Riverside
Calallen HS)
161. Existing Waterline
Calallen HS)
162. Existing Wastewater
Calallen HS)
163. Existing Gaslines
Area
164. Existing
Area
4 +40
7 +45
11 +35
Area
Area
Basemap - Cluster 1 Riverside Area
Basemap- Cluster 1 Riverside Area
Basemap - Cluster 2 Nueces Bay /Buddy
Storm Water Basemap- Cluster 2 Nueces
Table of Contents
Page 6 of 9
Bay /Buddy
(North of
(North of
(North of
(North of
Lawrence
Lawrence
165. Existing Waterlines Basemap- Cluster 2 Nueces Bay /Buddy Lawrence
Area
166. Existing Wastewater Basemap- Cluster 2 Nueces Bay /Buddy Lawrence
Area
167. Existing Gaslines Basemap- Cluster 3 South Port /Greenwood Area
168. Existing Storm Water Basemap- Cluster 3 South Port /Greenwood Area
169. Existing Waterlines Basemap- Cluster 3 South Port /Greenwood Area
170. Existing Wastewater Basemap - Cluster 3 South Port /Greenwood Area
171. Existing Gaslines Basemap - Cluster 5 Holly /Kostoryz Area
172. Existing Storm Water Basemap- Cluster 5 Holly /Kostoryz Area
:73. Existing Waterlines Basemap - Cluster 5 Holly /Kostoryz Area
74. Existing Wastewater Basemap- Cluster 5 Holly /Kostoryz Area
175. Existing Gaslines Basemap - Cluster 7 Nile Area
176. Existing Storm Water Basemap- Cluster 7 Nile Area
177. Existing Waterline Basemap- Cluster 7 Nile Area
:178. Existing Wastewater Basemap - Cluster 7 Nile Area
179. Perimeter Signs Y Barricades TCP- Cluster 1 Riverside Area (North
of Calallen HS)
80. Perimeter Signs & Barricades TCP- Cluster 2 Nueces Bay /Buddy
Lawrence Area
81. Perimeter Signs & Barricades TCP - Cluster 3 South Port /Greenwood
Area
182. Perimeter Signs & Barricades TCP- Cluster 5 Holly /Kostoryz Area
183. Perimeter Signs & Barricades TCP - Cluster 7 Nile Area
184. Position Guidance Using Raised Markers Reflectorized Profile
Markings PM(2) -00A (Sht 1 of 3)
185. Position Guidance Using Raised Markers Reflectorized Profile
Markings PM(2) -00A (Sht 2 of 3)
.86. Pavement. Parking for Two -Way Left Turn Lanes, Divided Highways &
Rural Left Turn Bays PM(4) -00A (Sht 3 of 3)
187. Barricade & Construction General Notes & Requirements BC(1) -03
(Sht 1 of 12)
188. Barricade & Construction Project Limit Standard BC(2) -03 (Sht 2
of 12
189. Barricade & Construction Work Zone Speed Limit Standard BC(3) -03
(Sht 3 of 12)
190. Barricade & Construction Temporary Sign Notes Standard BC(4) -03
12)
& Construction T Typical Sign Support Standard BC (5) -03
(Sht 4 of
191. Barricade yp g pP
(Sht 1 of 12)
192. Barricade & Construction Arrow & Message Signs, Reflectors &
Warning Light Standard BC(6) -03 (Sht 6 of 12)
193. Barricade & Construction Plastic Drum Standard BC(7) -03 (Sht 7
of 12)
194. Channelizing Devices Standard BC(8) -03 (Sht 8 of 12)
195. Barricade & Construction Type III Barricade & Cones
BC(9) -03 (Sht 9 of 12)
196. Barricade & Construction Pavement Markings Standard
(Sht 10 of 12)
197. Barricade & Construction Pavement Markings Standard
(Sht 11 of 12)
Table of Contents
Page 7 of 9
Standard
BC(10) -03
BC(11) -03
198. Barricade & Construction Regulatory & Guide Signs Standard
BC(12)-03 (Sht 12 of 12)
199. Traffic Control Plan TCP (1 -1) -98 (Sht 1 of 4)
200. Traffic Control Plan TCP (1 -2) -98 (Sht 2 of 4)
201. Traffic Control Plan TCP (1 -3) -98 (Sht 3 of 4)
202. Traffic Control Plan TCP (1 -4) -98 (Sht 4 of 4)
203. Traffic Control Plan TCP (2 -1) -03 (Sht 1 of 5)
204. Traffic Control Plan TCP (2 -2) -03 (Sht 2 of 5)
205. Traffic Control Plan TCP (2 -3) -03 (Sht 3 of 5)
206. Traffic Control Plan TCP (2 -4) -03 (Sht 4 of 5)
207. Traffic Control Plan TCP (2 -5) -03 (Sht 5 of 5)
208. Traffic Control Plan TCP (3 -1) -98 (Sht 1 of 1)
209. Traffic Control Plan Reflectorized Profile Markings TCP(7 -1) -98
(Sht 1 of 1)
210. Miscellaneous Details (Sht 1 of 3)
211. Miscellaneous Details (Sht 2 of 3)
211A. Miscellaneous Details (Sht 3 of 3)
212. Curb, Gutter & Sidewalk Details
213. Residential Driveway Details (Sht 1 of 3)
214. Residential Driveway Details (Sht 2 of 3)
215. Residential Driveway Details (Sht 3 of 3)
216. Commercial Driveway Details (Sht 1 of 2)
217. Commercial Driveway Details (Sht 2 of 2)
218. Sidewalk Ramp Details
219. Standard Water Details (Sht 1 of 5)
220. Standard Water Details (Sht 2 of 5)
221. Standard Water Details (Sht 3 of 5)
222. Standard Water Details (Sht 4 of 5)
222A. Standard Water Details (Sht 5 of 5)
223. Standard Wastewater Details (Sht 1 of 5)
224. Standard Wastewater Details (Sht 2 of 5)
2.25. Standard Wastewater Details (Sht 3 of 5)
226. Standard Wastewater Details (Sht 4 of 5)
227. Standard Wastewater Details (Sht 5 of 5)
228. Standard Storm Water Details (Sht 1 of 2)
229. Standard Storm Water Details (Sht 2 of 2)
230. Sign Details
231. Sediment and Water Pollution Control Measures
APPENDIX
A - Geotechnical Investigation
NOTICE
AGREEMENT
I. Part A - Cluster 1 Riverside Area
Cluster 5 Holly Kostoryz Area
II. Part B - Cluster 2 Nueces Bay /Buddy Lawrence Area
Cluster 3 South Port /Greenwood Area
III. Part C - Cluster 7 Nile Area
Table of Contents
Page 8 of 9
V. Part D - Cluster 1 Riverside, Cluster 2 Nueces Bay /Buddy
Lawrence Area, Cluster 3 South Port /Greenwood Area, Cluster 5
Holly Kostoryz Area & Cluster 7 Nile Area
PROPOSAL /DISCLOSURE STATEMENT
Part A - Cluster 1 Riverside Area
Cluster 5 Holly Kostoryz Area
iI Part B - Cluster 2 Nueces Bay /Buddy Lawrence Area
Cluster 3 South Port /Greenwood Area
?II. Part C - Cluster 7 Nile Area
IV. Part D - Cluster 1 Riverside, Cluster 2 Nueces Bay /Buddy
Lawrence Area, Cluster 3 South Port /Greenwood Area, Cluster 5
Holly Kostoryz Area & Cluster 7 Nile Area
PERFORMANCE BOND
I. Part A - Cluster 1 Riverside Area
Cluster 5 Holly Kostoryz Area
II. Part B - Cluster 2 Nueces Bay /Buddy Lawrence Area
Cluster 3 South Port /Greenwood Area
III. Part C - Cluster 7 Nile Area
IV. Part D - Cluster 1 Riverside, Cluster 2 Nueces Bay /Buddy
Lawrence Area, Cluster 3 South Port /Greenwood Area, Cluster 5
Holly Kostoryz Area & Cluster 7 Nile Area
PAYMENT BOND
I. Part A - Cluster 1 Riverside Area
Cluster 5 Holly Kostoryz Area
II. Part B - Cluster 2 Nueces Bay /Buddy Lawrence Area
Cluster 3 South Port /Greenwood Area
III. Part C - Cluster 7 Nile Area
IV. Part D - Cluster 1 Riverside, Cluster 2 Nueces Bay /Buddy
Lawrence Area, Cluster 3 South Port /Greenwood Area, Cluster 5
Holly Kostoryz Area & Cluster 7 Nile Area
Table of Contents
Page 9 of 9
NOTICE TO BIDDERS
NOTICE TO BIDDERS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
N E I G H B O R H Q Q D ST RECONSTRUCTION BOND ISSUE 2004 PART A- CLUSTER 1 & 5, PART B- CLUSTER 2
& 3, PART C- R 7, PART D- CLUSTER 1,2,3,5,5 7 consists of street reconstruction,
water and sanitary sewer improvements for following clusters:
PART A - CLUSTER 1 - RIVERSIDE AREA (NORTH OF CALALLEN HIGH SCHOOL) AND CLUSTER 5 - HOLLY /iOOSTORYZ
AREA
Consists of replacing 15,840 LF of 4" and 6" curb and gutter, 13,480 SF of concrete sidewalk,
45,225 SY of cement treat. 6 " -10" existing base material, 59,520 SY of one course surface treatment,
59,520 SY of HMACP in accordance with the plans, specifications and contract documents;
PART B - CLUSTER 2 - NQECSS BAY /BUDDY LAWRENCE AREA AND CLUSTER 3 - SOUTH PORT /GREENWOOD AREA
Consists of replacing 6,750 LF of 6" curb and gutter, 2,450 SY of concrete driveway, 31,820 SY of
cement treat existing 8" base material, 54,270 SY of one course surface treatment, 15,071 SY of
milling, 54,330 SY of 1 -1/2" - 2 -1/2" HMACP, 5,118 LF of 8" PVC waterline, 5,712 LF of pipe
bursting 8 " -12" wastewater line, and rehab wastewater manholes in accordance with the plans,
specifications and contract documents,
PART C - CLUSTER 7 - NILE AREA
Consists of replacing 6,300 LF of 6" curb and gutter, 25,650 SF of concrete sidewalk, 1,250 SY of
concrete driveway, 13,200 SY of cement treat existing 10" base material, 13,200 SY of one course
surface treatment, and 13,200 SY of 2 -1/2" HMACP in accordance with the plans, specifications and
contract documents;
PART D - CLUSTER 1, 2, 3, 5 & 7
Combines Part A, Part B and Part C as mentioned above into one single project;
Bids will be received at the office of the City Secretary until 2:00 p.n. on Wednesday,
W ednesday Mevember 15, 2006 and then publicly opened and read. Any bid received after
closing time will be returned unopened.
A pre -bid meeting is scheduled for Tuesday, October 31, 2006 beginning at 2:00 P.M. The
pre -bid meeting will be conducted by the City, and will convene at the Engineering
Services Main Conference Room, which is located at City Hall , 3rd floor at 1201 Leopard
Street, Corpus Christi, Texas. No additional or separate visitations will be conducted by
the City.
A bid bond in the amount of 5% of the highest amount bid must accompany each proposal.
Failure to provide the bid bond will constitute a non- responsive proposal which will not
be considered. Failure to provide required performance and payment bonds for contracts
over $25,000.00 will result in forfeiture of the 5% bid bond to the City as liquidated
damages. Bidder's plan deposit is subject to mandatory forfeiture to the City if bidding
documents are not returned to the City within two weeks of receipt of bids.
Plans, proposal forms, specifications and contract documents may be procured from the City
Engineer upon a deposit of Fifty and no /100 Dollars ($50.00) as a guarantee of their
return in good condition within two weeks of bid date. Documents can be obtained by mail
upon receipt of an additional ($10.00) which is a non - refundable postage /handling charge.
The bidder is hereby notified that the owner has ascertained the wage rates which prevail
in the locality in which this work is to be done and that such wage scale is set out in
the contract documents obtainable at the office of the City Engineer and the Contractor
shall pay not less than the wage rates so shown for each craft or type of "laborer,"
"workman," or "mechanic_" employed on this project.
The City reserves the right to reject any or all bids, to waive irregularities and to
accept the bid which, in the City's opinion, seems most advantageous to the City and in
the best interest of the public.
CITY OF CORPUS CHRISTI, TEXAS
/s /'Angel R. Escobar, P.E.
Director of Engrg. Services
/s/ Armando Chapa
City Secretary
NOTICE TO CONTRACTORS - A
NOTICE TO CONTRACTORS - A
INSURANCE REQUIREMENTS
Revised May, 2006
A Certificate of Insurance indicating proof of coverage in the following
amounts is required:
TYPE OF INSURANCE
MINIMUM INSURANCE COVERAGE
30 -Day Notice of Cancellation required on
all certificates
Bodily Injury and Property Damage
Commercial General Liability including:
1. Commercial Form
2. Premises - Operations
3. Explosion and Collapse Hazard
4. Underground Hazard
5. Products/ Completed Operations
6. Hazard
7. Contractual Liability-
S. Broad Form Property Damage
9. Independent Contractors
10. Personal Injury
$2,000,000 COMBINED SINGLE LIMIT
AUTOMOBILE LIABILITY - -OWNED NON -OWNED
OR RENTED
$1,000,000 COMBINED SINGLE LIMIT
WORKERS' COMPENSATION
EMPLOYERS' LIABILITY
WHICH COMPLIES WITH THE TEXAS WORKERS'
COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHIBIT
$100,000
EXCESS LIABILITY
$1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION LIABILITY/
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental
discharge; to include long -tern
environmental impact for the disposal of
contaminants
$2,000,000
COMBINED SINGLE LIMIT
REQUIRED
AL
NOT REQUIRED
BUILDERS' RISK
See
Section B -6 -11 and Supplemental
Insurance Requirements
REQUIRED
NOT REQUIRED
INSTALLATION FLOATER
$100,000
See
Combined Single Limit
Section B -6 -11 and Supplemental
Insurance Requirements
REQUIRED
NOT REQUIRED
AL
Page 1 of 2
G The City of Corpus Christi must be named as an additional insured on all coverages
except worker's compensation Liability coverage.
O The name of the Project musi: be Listed under "description of operations" on each
certificate of insurance.
O For each insurance coverage, the Contractor shall obtain an endorsement to the
applicable insurance policy, signed by the insurer, providing the City with thirty
(30) days prior written notice of cancellation of or material change on any
coverage. The Contractor shall provide to the City the other endorsements to
assurance policies or coverages which are specified in section B -6 -11 or Special
Provisions section of the contract.
A completed "Disclosure of Interest" must be submitted with your proposal.
Should you have any questions regarding insurance requirements, please contact the
Contract Administrator at 880 -3500.
Page 2 of 2
NOTICE TO CONTRACTORS - B
NOTICE TO CONTRACTORS - B
WORKER'S COMPENSATION COVERAGE FOR
BUILDING CR CONSTRUCTION PROJECTS
FOR GOVERNMENT ENTITIES
Texas law requires that most contractors, subcontractors, and
others providing work or services for a City building or construction
prc=ect must be covered by worker's compensation insurance, authorized
self- insurance, or an approved worker's compensation coverage
agreement.
Even if Texas law does not require a contractor, subcontractor
or others performing project services (including deliveries to the job
site) to provide 1 of the 3 forms of worker's compensation coverage,
the City will require such coverage for all individuals providing work
or services on this Project at any time, including during the
maintenance guaranty period. :Motor carriers which are required to
register with the Texas Department of Transportation under Texas Civil
Statutes Article 6675c, and which provide accidental insurance
coverage under Texas Civil Statutes Article 6675c, Section 4(j) need
not ;,rovide 1 of the 3 forms cf worker's compensation coverage.
The Contractor agrees co comply with all applicable provisions
of Texas Administrative Code Title 28, Section 110.110, a copy of
which is attached and deemed incorporated into the project contract.
Please note that under section 110.110:
certain language must be included in the Contractor's
Contract with the City and the Contractor's contracts with
subcontractors and others providing services for the
Project;
�. the Contractor is required to submit to the City
certificates of coverage for its employees and for all
subcontractors and others providing services on the Project.
The Contractor is required to obtain and submit updated
certificates showing extension of coverage during the
Project; and
3 the Contractor is required to post the required notice at
the job site.
By s cuing this Contract, the Contractor certifies that it will timely
coney with these Notice to Contractors "B" requirements.
NOTICE TO cONTRICTORS - 8
(Revised 1/13/98)
Page 1 of 7
8/7 / q8
Title 2S. LNSU ..A.\ CE
Part IL TEXAS WORKERS' COMPENSATION COMMISSION
Chapter 110. REQUIRED NOTICES OF COVERAGE
Subchapter B. EMPLOYER NOTICES
§ 110.110 Reporting Requirements for Building or Construction Projects for Governmental
Entities
(a) The fallowing words and terms, when used in this ruie, shall have the following meanings, unless
the context clearly indicates otherwise. Terms not defined in this rule shall have the meaning defined in
the Texas Labor Code, if so defined.
(1) Certificate of coverage (cer tinca ze i —A copy of a certificate of insurance, a certificate of authority
to self- insure issued by the commission, or a workers' compensation coverage agreement (TWCC -S l .
TWCC -32, TWCC -83, or TWCC -S4), showing statutory workers' compensation insurance coverage
for the person's or entity's employees (iaciuding those subject to a coverage agreement) providing
services on a project, for the duration of the project.
(2) Building or construction—Has the meaning defined in the Texas Labor Code, § 406.096(e)(1).
(3) Contractor —A person bidding for or awarded a building or construction project by a governmental
entity.
(4) Coverage — Workers' compensation insurance meeting the statutory requirements of the Texas
Labor Code, § 401.011(44).
(5) Coverage agreement --A written agreement on form TWCC o1, form TWCC -32, form i WCC-S3,
or form IWCC -84, filed with the Texas Workers' Compensation Commission which establishes a
re ations* between the parties for purposes of the Texas Workers' Compensation Act, pursuant to
the Texas Labor Code, Cbapter 406, Subchapters F and G, as one of employer /employee and
establishes who will be responsible for providing workers' compensation coverage for persons
providing services on the project
(6) Duration of the project — includes the time from the beginning of work on the project until the
work oa the project has been completed a.-td accepted by the governmental entity.
(7) Persons providing services on the project ( "subcontractor" ir. § 406.096 of the Act) —With the
exception of persons excluded under subsections (h) and CO of this section, includes all persons or
entities performing all or part of the services the contractor has undertaken to perform on the project,
regardless or whether that person contracted directly with the contractor and regardless of whether
that person has employees. This includes but is not limited to independent contractors, subcontractors.
leasing companies, motor curlers, owner - operators, employees of any such entity, or employees of
any entity furnishing persons to perform services on the project. "Services° includes but is not limited
http : / /www.scs.state.tx_us/tacl23ff hII0/B /110.i10.html
: +oriCE TO CONTRACTORS - a
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Page 2 of 7
8/7198
Page 2 ci
:o ��_ ..,.. -_ding, o: eei vexing equipment er ...__err is. or providing transportation,
� fig labor, or other
sen-ice rein :ec :o a project. 'Services' does not i :, :use activities unrelated to the project, such as
fooc.'cever__e vendors, ct:.ce supply deliveries, delivery of porzbte toilets.
(8) Pr ciec — L.:cudes the prevision of all services r &:aced to a building or construction co:::; act for a
goverr_rnep: u entity.
(b) Pr cv d.'r._ or causing to be provided a certificate of coverage pursuant to this rule is a
represer.tatic^ by the insured that all empioyees of the insured who are providing services cn the
project are covered by workers' compensation coverage, that the coverage is based on proper
reporting of classification codes and payroll amounts, and that ail coverage agreements have been fled
with the appropriate insurance carrier or, in the case of a seif - insured, with the comtrtissioc s Division
of SeIf Insurance Regulation. Providing false or misleading ce:uficates of coverage, or failing to
provide or maintain required coverage, or failing to report any change that materially affects the
provision of coverage may subject the contractor or other person providing services on the project to
administrative penalties, criminal penalties, civil pe:.zities, or other civil actions.
(c) A governmental entity that enters into a building or construction contract on a project shall:
(1) include in the bid specifications, all the provisions of paragraph (7) of this subsection, using the
language required by paragraph (7) of this subsection;
(2) as part of the contract, using the language required by pars ph (7) of this subsection, require the
contractor to perform as required in subsection (d) of this section;
(3) obtain ft= the contractor a certificate of coverage for each person providing services on the
project, prior to that person beginning work on the project;
(4) obtain from the contractor a new certificate of coverage showing extension of coverage:
(A) before the end of the current coverage period, if the contractor's current certificate of coverage
shows that the coverage period ends during the duration of the protect; and
(B) no Iater than seven days atier the expiration of the coverage for each other person providing
services ota the project whose current certificate shows that the coverage period ends during the
duration of the project;
(5) retain certificates of coverage on file for the duration of the project and for three years thereafter,
(6) provide a copy of the certificates of coverage to the commission upon request and to any person
entitled to them by law; and
(7) use the Ianasage contained in the following Figure 1 for bid specifications and contracts, without
any addition words or changes, except those required to accommodate the specific document in
which they art contained or to impose stricter standards of documentation:
T28S 1101 10(cx7)
tbl
http: / /www sos.state.tx.usitac'23.111/1 I0/B /110_ I 10_turr.!
NOTICE TO CONTRACTORS - 3
Revised 1/13/98)
Page 3 of 7
8/7/98
,i: 110 110 Page , of 6
::) A contractor snail.
1) provide coverage for its empic y ees providing services on a project, for the duration of the project
used on proper reporting of classircazion codes and payroil amounts and EL. -2 of any coverage
agreements;
:) provide a certificate of coverage showing workers` compensation coverage to the governmental
entity prior to beginning work on Me project;
(3) provide the governmental entity, prior to the cad of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the contractor's current
certificate of coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing services on
w:e project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after
the contractor knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project;
(7) post a notice on each project site informing all persons providing services oa the project that they
are required to be covered, and stating how a person may verify current coverage and report failure to
provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed with a title in at Least 30 point bold type and text in at
least 19 point normal type, and shall be in both English and Spanish and any other language common
to the worker population. The text for the notices shall be the following text provided by the
commission on the sample notice, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person woridng on this site or providing services related to this
construction project must be covered by workers' compensation insurance. T is includes persons
providing, hauling, or delivering equipment or materials, or providing labor or transportation or other
service related to the project, regardless of the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 512 -440 -3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage,
or to report an employer`s failure to provide coverage."
http://www.sos.state.tx.us/tac/28/EV110/B/110.110.hunf
NOTICE TO cONYRACTORS - 8
Revised 1/13/98)
Page 4 of 7
8/7/98
10 Yage4 orb
(8) cc: t :actually reeui e each cerscn with when is contracts : - 'cvide services e:: a project to:
(A) provide coverage based on proper reporting of classification codes and payroii an :aunts and filing
of any coverage aereerr ents for of its er picyees providing ser.ices on the project. far the duration
of the project;
(13) provide a certificate of coverage to the contactor prior to that person beginning work on the
project;
(C) inciude in all contracts to provide services or-. the project the language in subsection (e)(3) of this
section:
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certinc ate of coverage
ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a cerificate of coverage, prior to the other person beginning word: on the project; and
CO prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project z. ^td for one year
thereafter,
(G) notify the governmental entity in writing by certified mail or personal delivery, within ten days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(Fi) contractually require =oh other person with whore it contracts, to perform as required by
subparagraphs (A)-(H) of this paragraph, with the certificate of coverage to be provided to the person
for whom they are providing services.
(e) A person providing services on a project, other than a contractor, shall:
(1) provide coverage for its employees providing services on a project, for the duration of the project
based on proper reporting of classification codes and payroll amounts and filing of any coverage
agree :ne=ts;
(2) provide a certificate of coverage as required by its contract to provide services on the project,
prior to beginning work on the project;
(3) have the following language in its contract to provide services on the project: "By signing this
contract or providing or causing to be provided a certificate of coverage, the person skirling this
cataract is representing to the governmental entity that all employees of the person signing this
contract who will provide services on the project will be covered by workers' compensation coverage
http:llwww.sos. state. tx .us /tacJ23/II/110E /110.110_htrni
NOTICE TO CONTRACTORS - 8
Revised 1/13/91)
Page 5 cl 7
8/7/98
rage or o
1.0 ,n,-, i.v.LLv
for the nuration of the project, that the coverage will be based on proper reporting of classification
codes and payroll a::.ounts, and that ail coverage agreements will be filed with the appropriate
insurance carrier or, the case of a self - insured, with the commission's Division of Self-Insurance
Reg:iauon. Providing false or misleading information may subject the contractor to administrative
penalties, criminal penalties, civil penalties, or other civil actions."
(4) provide the person for whom it is providing services on the project, prior to the end of the
coverage period shown on its current certificate of coverage, a new certificate showing extension of
coverage, if the coverage period shown on the certificate of coverage ends during the duration oldie
project;
(5) obtain from each person providing services on a project under contract to it, and provide as
required by its contract:
(A) a certificate of coverage, prior to the other person beginning work on the project; and
(B) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(6) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(7) notify the governmental entity in writing by certified mail or personal delivery, of any change that
materially affects the provision of coverage of any person providing services on the project and send
the notice within ten days after the person knew or should have known of the change; and
(8) contractually require each other person with whom it contracts to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the duration
of the project
(B) provide a certificate of coverage to it prior to that other person beginning work on the project;
(C) include in all contracts to provide services on the project the language in paragraph (3) of this
subsection;
(D) provide, prior to the end of the coverage period, a new certificate of coverage showing extension
of die coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(E) obtain from each other person under contract to it to provide services on the project, and provide
as required by its contract:
(i) a certificate of coverage, prior to the other person beginning work on the project; 2nd
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
httpilwww.sos.state. cc.us/tac/28/17J110/8/110.110.html
NOTICE TO CO TRACTORS -
Revised 1/13/9*)
Pees 6 of 7
8/7/98
Lk) .iiv Page 6 of 6
duration of :he contract:
(F) retain all required ce.-:i c; :es of coverage on file for the duration ci :he project and for one year
thereafter;
(G) notify the governmental e^tiry in writing by certified mail or personal delivery, within ten days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(H) contras uallly require each person with whom it contracts, to perform as required by this -
subparagraph and subparagraphs (A) -(G) of this paragraph, with the certificate of coverage to be
provided to the person for whom they are providing services.
(f) If any provision of this rule or its application to any person or circ:znstance is held invalid, the
invalidity does not affect other provisions or applications of this rule that can be given effect without
the invalid provision or application, and to this end the provisions of this rule are declared to be
severable.
(g) This rule is applicable for building or construction contracts advertised for bid by a governmental
entity on or after September 1, 1994. This rule is also applicable for those building or construction
contracts entered into on or after September 1, 1994, which are not required by law to be advertised
for bid.
(h) The coverage requirement in this rule does not apply to motor carriers who are required pursuant
to Texas Civil Statutes, Article 6675c, to register with the Texas Deparunent of Transportation and
who provide accidental insurance coverage pursuant to Texas Civil Statutes, Article 6675c, § 4Q).
(i) The coverage requirement in this rule does not apply to sole proprietors, partners, and corporate
officers who meet the requirements of the Act, § 406.097(c), and who are explicitly excluded from
coverage in accordance with the Act, § 406.097(a) (as added by House BM 1089, 74th Legislature,
1995, § 110). This subsection applies only to sole proprietors, partners, and corporate executive
officers who are excluded from coverage in an insurance policy or certificate of authority to self-insure
that is delivered, issued for delivery, or renewed on or after January 1, 1996.
Source: The provisions of this § 110.110 adopted to be effective September 1, 1994, 19 TexReg
5715; amended to be effective November 6, 1995, 20 TexReg 8609.
Return to Section Index
httpJ /www. sos.state. Dc. usitacs23ILU 1108 /110.110_hunk
NOTICE TO CONTRACTORS - B
Revised 1/13/98t
Page 7 of 7
8/7/98
PART A - SPECIAL PROVISIONS
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART A- CLUSTER 1 & 5, PART B- CLUSTER 2 & 3, PART C- CLUSTER 7,
PART D- CLUSTER 1,2,3,5,& 7
SECTION A - SPECIAL PROVISIONS
A -1 Time and Place of Receiving Proposals /Pre -Bid Meeting
Sealed proposals will be received in conformity with the official
advertisement inviting bids for the project. Proposals will be received in
the office of the CLty Secretary, located on the first floor of City Hall,
3201 Leopard Street, un':il 2:00 p.m., Wednesday, November 15, 2006
Proposals mailed should be addressed in the following manner:
City of Corpus ,:hristi
City Secretary':; Office
1201 Leopard Street
Corpus Christi, Texas 78401
ATTN: SID PROPOSAL -- NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART A- CLUSTER 1 & 5
PART B- CLUSTER 2 & 3
PART C- CLUSTER 7
PART D- CLUSTER 1,2,3,5, & 7
PROJECT NO. 6368
A pre -bid meeting will be held on Tuesday, October 31, 2006, beginning at
3:00 P.M. The pre -bid meeting will be conducted by the City, and will convene
at the Ezineering Services Main Conference Room, which is located in City
Hall 3rd floor at 1201 Leopard Street, Corpus Christi, Texas.
No additional or separate visitations will be conducted by the City.
A -2 Definitions and Abbreviations
Section B -1 of the General Provisions will govern.
A -3 Description of Project
NEIGVIBORHOOD STREET RECONSTRUCTION BOND ISSUE 2004 PART A- CLUSTER 1 & 5, PART
B- CLUSTER 2 & 3, PART C- CLUSTER 7, PART D- CLUSTER 1,2,3,5,& 7 consists of
street reconstruction, water and sanitary sewer improvements for following
clusters:
PART A - CLUSTER 1 - RIVERSIDE AREA (NORTH OF CALALLEN HIGH SCHOOL) AND
CLUSTER 5 - HOLLY /KOSTORYZ AREA
Consists of replacing 15,840 LF of 4" and 6" curb and gutter, 13,480 SF of
concrete sidewalk, 45,225 SY of cement treat 6 " -10" existing base material,
59,520 SY of one course surface treatment, 59,520 SY of HMACP in accordance
with the plans, specifications and contract documents;
Section A -SP
(Revised 12/15/04)
Page 1 of 30
PART B - CLUSTER 2 - NUECES BAY /BUDDY LAWRENCE AREA AND CLUSTER 3 - SOUTH
PORT /GREENWOOD AREA
Consists of replacing 6,750 LF of 6" curb and gutter, 2,450 SY of concrete
driveway, 31,820 SY of cement treat existing 8" base material, 54,270 SY of
one course surface treatment, 15,071 SY of milling, 54,330 SY of 1 -1/2" - 2-
/2" HMACP, 5,118 LF of 8" PVC waterline, 5,712 LF of pipe bursting 8 " -12"
wastewater line, and rehab wastewater manholes in accordance with the plans,
specifications and contract documents;
PART C -- CLUSTER 7 - NILE AREA
Consists of replacing 6,300 LF
sidewalk, 1,250 SY of concrete
10" base material, 13,200 SY of
of 2 -1/2" HMACP
documents;
of 6" curb and gutter, 25,650 SF of
driveway, 13,200 SY of cement treat
course surface treatment, and 13,200 SY
the plans, specifications and contract
one
in accordance with
concrete
existing
PART D - CLUSTER 1, 2, 3, 5 & 7
Combines Part A, Part B and Part C as mentioned above into one single
project;
A -4 Method of Award
The bids will be evaluated based on the following priority order, subject to
availability of funds.
1, Part A Total Base Bid, or
Part A Total Base Bid with Alternative Al
2. Part B Total Base Bid, or
Part B Total Base Bid with Alternatives B1 and /or B2
3. Part C total Base Bid,
4. Part D Total Base Bid, or
Part D Total Base Bid with Alternatives Al, B1, and /or B2
It if the intent of the City to award the lowest combination of Total Base
Bid( *) and/or Alternatives, in the order shown within the available project
funding:
The City reserves the right to reject any or all bids, to waive
irregularities and to accept the bid which, in the City's opinion, is most
advantageous to the City and in the best interest of the public.
A -5 Items to be Submitted with Proposal
The following items are required to be submitted with the proposal:
1. 5% Bid Bond (Must reference NEIGHBORHOOD STREET RECONSTRUCTION BOND
ISSUO 2004 PART A.- CLUSTER 1 & 5, PART B- CLUSTER 2 & 3, PART C- CLUSTER
7, PART D- CLUSTER 1,2,3,5 & 7 as identified in the Proposal)
(A Cashier's Check, certified check, money order or bank draft from any
State or National Bank will also be acceptable.)
2. Disclosure of Interests Statement
Section A -SP
(Revised 12/15/04)
Page 2 of 30
A -6 Time of Completion /Liquidated Damages
To min:mize inconvenience to the general public and to minimize their
exposure to dangerous conditions, the contractor will be required to follow
tight scheduling for construction and will be required to meet dead lines for
completion.
The working time for comple -_ion of the project(s) will be:
1. Part A - CLUSTERS 1 &
2. Part B - CLUSTERS 2 &
3. Part C - CLUSTER 7
4. Part D - CLUSTERS 1, 3, 5 & 7
3
From Day one*
240 calendar
430 calendar
180 calendar
570 calendar
days
days
days
days
*From date as authorized in the written notice to proceed.
Additional calendar days will not be awarded for the additive alternates.
For each calendar day that any work remains incomplete after the time
specified in the Contract for completion of the work or after such time
period as extended pursuant to other provisions of this Contract, $1,000.00
per calendar day will be assessed against the Contractor as liquidated
damages. Said liquidated damages are not imposed as a penalty but as an
estimate of the damages that the City will sustain from delay in completion
of the work, which damages by their nature are not capable of precise proof.
The Director of Engineering Services (City Engineer) may withhold and deduct
from monies otherwise due to the Contractor the amount of liquidated damages
due to the City from the monthly pay estimate.
Days Allocation for Rain
The contractor shall anticipate the following number of work days lost due to
rain in determining the contract schedule for each part of the contract. A
rain day is defined as any day in which the amount of rain measured by the
National Weather Service at the Power Street Stormwater Pump Station is 0.50
inch or greater. No extension of time will be considered until the expected
number of rain days has been exceeded and the Engineer has agreed that the
status of construction was such that there was an impact detrimental to the
construction schedule.
January 3 Days
February 3 Days
March 2 Days
April 3 Days
Completion shall be based
accordance with the plan,
connected to the existing
project
May
June
Jul y
August
4 Days
4 Days
3 Days
4 Days
September
October
November
December
7 Days
4 Days
3 Days
3 Days
on satisfactory work, completed, tested, in
specifications, and contract documents and
system, and accepted by the City for the entire
Section A -SP
(Revised 12/15/04)
Page 3 of 30
The requirements to issue the Contractor a Certificate of Completion are the
following (Project Acceptance Procedures Check List):
(1) Final inspection (Contractor shall have red lined set ready to
submit to City with all corrections /notes- Engineering Services to
coordinate As- Built plan preparation with A/E Consultant).
(1) Inspector prepares final quantities, contractor evaluation form,
and project summary.
(3) Inspector /Engineer verifies that all submittals, payrolls,
Inspection Reports, As- Builts, O &M manuals (in electronic format
as required), SCADA documentation, and other Field Information
are complete.
(4) Contractor reviews and agrees to final quantities or differences
agreed upon by Contractor and Inspector.
(5) Final estimate reviewed by City Construction Engineer.
(6) City Construction Engineer submits to Engineering Administrative
Asst., the final estimate and Contractor evaluation form and
Project Acceptance Procedures Check List.
(7) Final payment checklist:
(a) Affidavit that all bills have been paid, "Waiver of
Lien"
(b) Submittal of all remaining payrolls
(c) Submittal of MBE letter on what Contractor has
actually subcontracted through end of project
(d) If CDBC project, all federal forms completed and
cubmittcd
(8) Final Acceptance Memorandum prepared by Administrative Assistant
(9) Administrative Asst. reviews for completeness, funding
availability, prepares financial paperwork
(10) Administrative Asst. submits to director of Engineering
Services /Operating Department Head for approval and forwarding to
Asst. City Manager
(11) Final Acceptance memo returned from Asst. City Manager
(12) Authorization for payment (AFP) prepared and submitted to
Accounting Department
(13) Contractor receives final payment after City Council (if required
or Asst. City Manager accepts project.
(14) Administrative Asst.. sends letter to Contractor informing him or
her when one -year warranty date begins (Acceptance Memorandum).
City acceptance of the project will be described in an Acceptance Memorandum
to the Contractor.
The warranty will begin on the date that the acceptance memorandum is issued
to the contractor retainage will be reduced for each cluster that has been
completed.
A -7 Workers Compensation Insurance Coverage
if the Contractor's workers' compensation insurance coverage for its
employees working on the Project is terminated or canceled for any reason,
and replacement workers' compensation insurance coverage meeting the
requirements of this Contract is not in effect on the effective date of
cancellation of the workers' compensation insurance coverage to be replaced,
then any Contractor employee not covered by the required workers'
compensation insurance coverage must not perform any work on the Project.
Section A -SP
(Revised 12/15/04)
Page 4 of 30
Furthermore, for each calendar day including and after the effective date of
termiear_ion of cancellation of the Contractor's workers' compensation
Insurance coverage for its employees working on the Project until the date
replacement workers' compensation insurance coverage, meeting the
requirements of this Contract, is in effect for those Contractor employees,
liquidated damages will be assessed against and paid by the Contractor at the
highest daily rate elsewhere specified in this Contract. Such liquidated
damages will eccumilate without notice from the City Engineer to the
Contractor and will be assessed and paid even if the permitted time to
complete the Project has not expired.
in accordance with other requirements of this Contract, the Contractor shall
not permit subcontractors or others to work on the Project unless all such
ndividuals working on the Project are covered by workers' compensation
Insurance and unless the required documentation of such coverage has been
provided to the Contractor and the City Engineer.
A -8 Faxed Proposals
Proposals faxed directly to the City will be considered non - responsive.
Proposals must contain original signatures and guaranty and be submitted in
accordance with Section B -2 of the General Provisions.
A -9 Acknowledgment of Addenda
The Contractor shall acknowledge receipt of all addenda received in the
appropriate space provided in the proposal. Failure to do so will be
interpreted as non - receipt. Since addenda can have significant impact on the
proposal, failure tc acknowledge receipt, and a subsequent interpretation of
non- receipt, could have an adverse effect when determining the lowest
responsible bidder.
A -10 Wage Rates (Revised 7/5.00)
Labor preference and wage rates for heavy construction and heavy /highway. In
case of conflict, Contractor shall use higher wage rate.
Minimum Prevailing Wage Scales
The Corpus Christi City Council has determined the general prevailing minimum
hourly wage rates for Nueces County, Texas as set out in Part C. The
Contractor and any subcontractor must not pay less than the specified wage
rates to all laborers, workmen, and mechanics employed by them in the
execution of the Contract. The Contractor or subcontractor shall forfeit
sixty dollars ($60.00) per calendar day, or portion thereof, for each
Laborer, workman, or mechanic employed, if such person is paid less than the
specified rates for the classification of work performed. The Contractor and
each subcontractor must keep an accurate record showing the names and
,lassifications of gall laborers, workmen, and mechanics employed by them in
connection with the Project and showing the actual wages paid to each worker.
The Contractor will make li- weekly certified payroll submittals to the City
Engineer. The Contractor will also obtain copies of such certified payrolls
from all subcontractors and others working on the Project. These documents
will also be submitted t: the City Engineer bi- weekly. (See section for
Minority/Minority Business Enterprise Participation Policy for additional
Section A -SP
(Revised 12/15/04)
Page 5 of 30
requirements concerning the proper form and content of the payroll
ubmittals.)
one and one -half (1 -1) times the specified hourly wage must be paid for all
hours worked in excess of 40 hours in any one week and for all hours worked
,)n Sundays or holidays. (See Section B -1 -1, Definition of Terms, and Section
H -7-6, Working Hours.)
A -11 Cogperation with Public Agencies (Revised 7/5/00)
The Contractor shall cooperate with all public and private agencies with facilities operating
within the limits of the Project. The Contractor shall provide a forty -eight (48) hour
notice to any applicable agency when work is anticipated to proceed in the vicinity of any
facility by using the Dig Tess at 1 -800- 344 -8377, the Lone Star Notification
1 -800 -669 -8344, and the Southwestern Bell Locate Group at 1 -800- 828 -5127. Company the
Contractor's convenience, the following telephone numbers are listed.
City Engineer
Project Engineer
Dan S. Leyendecker, P.E
LNV Engineering
Traffic Engineering
Police Department
Water Department
Wastewater Department
Gas Department
Storm Water Department
Parks & Recreation Department
Streets & Solid Waste Services
A E P
S B C /AT &T
City Street Div. for Traffic
Signal /Fiber Optic Locate
Cablevision
ACSI (Fiber Optic)
EMC (Fiber Optic)
ChoieeCom (Fiber Optic)
CAPROCK (Fiber Optic_)
Brooks Fiber Optic (MAN)
826 -3500
883 -1984
826 -3540
882 -1911
826-1880 (880 -3140 after hours)
826 -1818 (880 -3140 after hours)
885 -6900 (885 -6900 after hours)
826 -1881 (880 -3140 after hours)
826 -3461
857 -1970
299 -4833 (693 -9444 after hours)
881 -2511 (1 -800- 824 -4424, after hours)
857 -1946
857 -5000
887 -9200
813 -1124
881 -5767
512/935 -0958
972 - 753 -4355
A -12 Maintenance of Services
The Contractor shall take all precautions
both above and below ground. The Drawings
reasonably obtained from existing as -bui
records, etc. and from as much field work
the construction of this type of project
nature of underground utilities, etc.
857 -1960
(857 -5060 after hours)
(Pager 800- 724 -3624)
(Pager 888- 204 -1679)
(Pager 850 -2981)
(Mobile)
in protecting existing utilities,
show as much information as can be
It drawings, base maps, utility
as normally deemed necessary for
with regard to the location and
However, the accuracy and completeness of such information is not guaranteed.
It is the Contractor's sole and complete responsibility to locate such
underground features sufficiently in advance of his operations to preclude
damaging the existing facilities. If the Contractor encounters utility
services along the line of this work, it is his responsibility to maintain
the services in continuous operation at his own expense.
In the event of damage to underground utilities, whether shown in the
drawings, the Contractor shall make the necessary repairs to place the
Section A -SP
(Revised 12/15/04)
Page 6 of 30
utilities back n service t_) construct the work as intended at no increase in
the Contract price. All such repairs must conform to the requirements of the
company or agency that owns The utilities.
Where existing sewers are encountered and are interfered with (i.e. broken,
cut, etc.), flow must be maintained. Sewage or other liquid must be handled
by the Contractor either by connection into other sewers or by temporary
pumping to a satisfactory outlet, all with the approval of the City Engineer.
Sewage or other liquid must not be pumped, bailed or flumed over the streets
cr ground surface and Contractor must pay for all fines and remediation that
may result if sewage or other liquid contacts the streets or ground surface.
It is also the Contractor's responsibility to make all necessary repairs,
relocations and adjustments to the satisfaction of the City Engineer at no
increase in the Contract price. Materials for repairs, adjustments or
relocations of sewer service lines must be provided by the Contractor.
A -13 Area Access and Traffic Control
Sufficient traffic control measures must he used to assure a safe condition
and to provide a minimum of inconvenience to motorists and the public.
All weather access must be provided to all residents and businesses at all
times during construction. The Contractor must provide temporary driveways
and /or roads of approved material during wet weather. The Contractor must
maintain a stockpile on the Project site to meet the demands of inclement
weather_
The Contractor will be required to schedule his operations so as to cause
minimum adverse impact on the accessibility of adjoining properties. This may
include, but is not limited to, working driveways in half widths,
construction of temporary ramps, etc.
The Contractor shall comply with the City of Corpus Christi's Uniform
Barricading Standards and Practices as adopted by the City. Copies of this
document are available through the City's Traffic Engineering Department. The
Contractor shall secure the necessary permit from the City's Traffic
Engineering Department. I1 traffic control plan is included in -thc drawings.
A traffic control plan is included in the drawings. A Traffic Control bid
item has been included for street and utility improvements. The lump sum bid
shall include all labor, materials, equipment, and other incidentals required
to provide temporary traffic controls during construction activities.
A -14 Construction Equipment Spillage and Tracking
The Contractor shall keep the adjoining streets free of tracked and /or
spilled materials going to or from the construction area. Hand labor and /or
mechanical equipment must be used where necessary to keep these roadways
clear of job - related materials. Such work must be completed without any
increase in the Contract price.
Streets and curb line must be cleaned at the end of the work day or more
frequently, if necessary, to prevent material from washing into the storm
sewer system. No visible material that could be washed into storm sewer is
allowed to remain on the Project site or adjoining streets.
Section A -SP
(Revised 12/15/04)
Page 7 of 30
A -15 Excavation and Removals
The excavated areas behind curbs and adjacent to sidewalks and driveways must
be filled with "clean" dirt. "Clean" dirt is defined as dirt that is capable
pf providing a good growth of grass when applied with seed /sod and
fertilizer. The dirt must be free of debris, caliche, asphalt, concrete and
any other material that de.racts from its appearance or hampers the growth of
7rass
Al!. existing concrete and asphalt within the limits of the Project must be
F-emoved unless otherwise ncted.
All necessary removals including but
sidewalks, etc., are to be con0idcrcd
!1
not limited to pipe, driveways,
cub.idiary to the bid item for
Paid by
shown in
the linear foot of baseline for each street
the proposal and in the removal summary.
A -16 Disposal /Salvage of Materials
from
R.O.W.
to R.O.W.
as
Excess excavated material, broken asphalt, concrete, broken culverts and
other unwanted material becomes the property of the Contractor and must be
removed from the site by the Contractor. The cost of all hauling is
considered subsidiary; therefore, no direct payment will be made to
Contractor.
A -17 Field Office
The Contractor must furnish the City Engineer or his representative with a
field office at the construction site. The field office must contain at least
120 square feet of useable space. The field office must be air - conditioned
and heated and must be furnished with an inclined table that measures at
least 30" x 60" and two (2) chairs. The Contractor shall move the field
office on the site as required by the City Engineer or his representative.
The field office must be furnished with a telephone (with 24 -hour per day
answering service) and FAX machine paid for by the Contractor. There is no
separate pay item for the field office, but shall be considered subsidiary to
the appropriate bid items.
A -18 Schedule and Sequence of Construction
The Contractor shall submit to the City Engineer a work plan based on total
calendar days for construction of the entire project broken down into each
Construction Phase. This plan must detail the schedule of work for each
Construction Phase and must be submitted to the City Engineer at least three
(3) working days prior to the pre- construction meeting.
The working time for completion of the project(s) will be:
1. Part A - CLUSTERS 1 & f
2. Part B - CLUSTERS 2 & 3
3• Part C -- CLUSTER 7
4. Part D - CLUSTERS 1, 2, 3, 5 & 7
From Day one*
240 calendar days
430 calendar days
180 calendar days
570 calendar days
*From date as authorized in the written notice to proceed.
Additional calendar days will not be awarded for the additive alternates.
Section A -SP
(Revised 12/15/04)
Page 8 of. 30
The plan must also indicate the schedule of the following work items:
initial Schedule: Submit to the City Engineer three (3) days
prior to the Pre- -Construction Meeting an initial Construction
Progress Schedule for review.
items to Include: Show complete sequence of construction by
calendar days. Show complete sequence of construction by
activity, identifying Work of separate stages and other
logically grouped activities. Identify the first work day of
each week.
Submittal Dates: Indicate submittal dates required for all
submittals for the entire project.
Re- Submission: Revise and resubmit as required by the City
Engineer.
Once a Month Update: Submit Updated Construction Progress
Schedule to show actual progress of each stage by percentage
against initial Schedule_
For each calendar day that any work remains incomplete after the time
specified in the Contract for completion of the work or after such time
period as extended pursuant to other provisions of this Contract, $1,000.00
per calendar day will be assessed against the Contractor as liquidated
damages. Said liquidated damages are not imposed as a penalty but as an
estimate of the damages that the City will sustain from delay in completion
of the work, which damages by their nature are not capable of precise proof.
The Director of Engineering Services (City Engineer) may withhold and deduct
from monies otherwise due to the Contractor the amount of liquidated damages
iue to the City from the monthly pay estimate.
Days Allocation for Rain
The contractor shall anticipate the following number of work days lost due to
rain in determining the contract schedule for each part of the contract. A
rain day is defined as any day in which the amount of rain measured by the
National Weather Service at the Power Street Stormwater Pump Station is 0.50
inch or greater. No extension of time will be considered until the expected
number of rain days has been exceeded and the Engineer has agreed that the
status of construction was such that there was an impact detrimental to the
construction schedule.
January 3 Days May 4 Days September 7 Days
February 3 Days June 4 Days October 4 Days
March 2 Lays July 3 Days November 3 Days
April 3 Days August 4 Days December 3 Days
Completion shall be based on satisfactory work, completed, tested, in
accordance with the plan, specifications, and contract documents and
connected to the existing system, and accepted by the City for the entire
project.
Section A -SP
(Revised 12/15/04)
Page 9 of 30
The requirements to issue the Contractor a Certificate of Completion are the
following (Project Acceptance Procedures Check List):
!15) Final inspect_i)n (Contractor shall have red lined set ready to
submit to City with all corrections /notes- Engineering Services to
coordinate As- Built plan preparation with A/E Consultant).
(16) Inspector prepares final quantities, contractor evaluation form,
and project summary.
(17) Inspector /Engineer verifies that all submittals, payrolls,
Inspection Reports, As- Builts, O &M manuals (in electronic format
as required), SCADA documentation, and other Field Information
are complete.
(18) Contractor reviews and agrees to final quantities or differences
agreed upon by Contractor and Inspector.
(19) Final estimate reviewed by City Construction Engineer.
(20) City Construction Engineer submits to Engineering Administrative
Asst., the final estimate and Contractor evaluation form and
Project Acceptance Procedures Check List.
(21) Final payment checklist:
(a) Affidavit that all bills have been paid, "Waiver of
Lien"
(b) Submittal of all remaining payrolls
(c) Submittal of MBE letter on what Contractor has
actually subcontracted through end of project
(d) _cral forms completed and
sue;
(22) Final Acceptance Memorandum prepared by Administrative Assistant
(23) Administrative Asst. reviews for completeness, funding
availability, prepares financial paperwork
(24) Administrative Asst. submits to director of Engineering
Services /Operating Department Head for approval and forwarding to
Asst. City Manager
(25) Final Acceptance memo returned from Asst. City Manager
(26) Authorization for payment (AFP) prepared and submitted to
Accounting Department
(21) Contractor receives final payment after City Council (if required
or Asst. City Manager accepts project.
(28) Administrative Asst. sends letter to Contractor informing him or
her when one -year warranty date begins (Acceptance Memorandum).
City acceptance of the project will be described in an Acceptance Memorandum
to the Contractor.
The warranty will begin on the date that the acceptance memorandum is issued
to the contractor retainage will be reduced for each cluster that has been
completed.
A -19 Construction Layout and Control
The drawings may depict but not necessary include: lines, slopes, grades,
sections, measurements, bench marks, baselines, etc. that are normally
required to construct a project of this nature.
Major controls and two (2) bench marks required for project layout, will be
provided by the City or Consultant Project Engineer.
The Contractor shall furnish all lines, slopes and measurements necessary for
control of the work.
Section A -SP
(Revised 12/15/04)
Page 10 of 30
f during construction, it is necessary to disturb or destroy a control
point cr bench mark, the Contractor shall provide the City or Consultant
Project: Engineer 48 hours notice so that alternate control points can be
established by the City ox Consultant Project Engineer as necessary, at no
cost to the Contractor. Control points or bench marks damaged as a result of
the Contractor's negligence will be restored by the City or Consultant
Project Engineer at the expense of the Contractor.
If, for whatever reason, i is necessary to deviate from proposed line and
grade to properly execute the work, the Contractor shall obtain approval of
the C:_ty or Consultant Project Engineer prior to deviation. If, in the
opinion of the City or Consultant Project Engineer, the required deviation
would necessitate a revision to the drawings, the Contractor shall provide
supporting measurements as required for the City or Consultant Project
Engineer to revise the drawings.
The Contractor shall tie in or reference all valves and manholes, both
existing and proposed, for the purpose of adjusting valves and manholes at
the completion of the paving process. Also, the City or Consultant Project
Engineer may require that the Contractor furnish a maximum of two (2)
personnel for the purpose of assisting the measuring of the completed work.
The Contractor shall provide the following certification for documentation
and verification of compliance with the Contract Documents, plans and
specifications. Said compliance certification shall be provided and prepared
by a Third Party or in house independent Registered Professional Land
Surveyor ( R.P.L.S.) licensed in the state of Texas retained and paid by the
Contractor. The Third Party or in house R.P.L.S. shall be approved by the
City prior to any work. Any discrepancies shall be noted by the Third Party
or in house Surveyor and certify compliance to any regulatory permits.
Following is the minimum schedule of documentation required:
streets:
• All curb returns at point of tangency /point of circumference
• Curb and gutter flow line - both sides of street on a 200' interval;
• Street crowns on a 200' interval and at all intersections.
Wastewater:
• All rim /invert elevations at manholes;
• All intersecting lines in manholes;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permits).
Water:
• All top of valves box;
• Valves vaults rim;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permits).
Stormwater:
• All rim /invert elevations at manholes;
• All intersecting lines in manholes;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permits).
This item shall be considered subsidiary to the appropriate bid items.
A -20 Testing and Certification
All tests required under this item must be done by a recognized testing
laboratory selected by the City Engineer. The cost of the laboratory testing
will be borne by the City. In the event that any test fails, that test must
be done over after
corrective measures have been taken, and the cost of retesting will be borne
by the Contractor and deducted from the payment to the Contractor.
Section A -SP
(Revised 12/15/04)
Page 11 of 30
The Contractor must provide all applicable certifications to the City
Engineer.
A -21 Project Signs
The Contractor must furnish and install two (2) project signs as
indicated on the following drawing (Attachment I).
The sign must be
installed before construction begins and will be maintained throughout
The Project period by the Contractor. The location of the signs will be
determined in the field by the City Engineer. Project signs shall be
, cnsidered subsidiary to the appropriate bid items.
A -22 Minority /Minority Business Enterprise Participation Policy
3 Policy
It is the policy of the City of Corpus Christi that maximum opportunity
s afforded minorities, women and Minority Business Enterprises to
participate in the performance of contracts awarded by the City of
Corpus Christi in support of Equal Employment Opportunity goals and
objectives of the Aff_rmative Action Policy Statement of the City dated
October, 1989, and any amendments thereto. In accordance with such
policy, the City has established requirements, as stated herein, both
for minority and female participation by trade and for Minority Business
Enterprise.
2 Definitions
a Prime Contractor: Any person, firm, partnership, corporation,
association or joint venture as herein provided which has been
awarded a City contract.
b Subcontractor: Any named person, firm, partnership, corporation,
association, or joint venture as herein identified as providing
work, labor, services, supplies, equipment, materials or any
combination of the foregoing under contract with a prime contractor
on a City contract..
c Minority Business Enterprise: A business enterprise that is owned
and controlled by one or more minority person(s). Minority persons
include Blacks, Mexican - Americans and other persons of Hispanic
origin, American Indians, Alaskan Natives, and Asians or Pacific
Islanders. For the purposes of this section, women are also
considered as minorities. Minority person(s) must collectively
own, operate and/or actively manage, and share in payments from
such an enterprise in the manner hereinafter set forth:
1. Owned
(a) For a sole proprietorship to be deemed a minority
business enterprise, it must be owned by a minority
person.
(b) For an enterprise doing business as a partnership, at
least 51.0% of the assets or interest in the
partnership property must be owned by one or more
minority person(s).
Section A -SP
(Revised 12/15/04)
Page 12 of 30
(c, For an enterprise doing business as a corporation, at
least 51.O% of the assets or interest in the corporate
shares must be owned by one or more minority
person(s)_
2. Controlled
The primary power, direct or indirect, to manage a business
enterprise rests with a minority person(s).
Share in Payments
Minority partners, proprietor or stockholders, of the
enterprise, as the case may be, must be entitled to receive
51.0% or more of the total profits, bonuses, dividends,
interest payments, commissions, consulting fees, rents,
procurement, and subcontract payments, and any other
monetary distribution paid by the business enterprise.
a Minority: See definition under Minority Business Enterprise.
Female Owned Business Enterprise: A sole proprietorship that is
owned and controlled by a woman, a partnership at least 51.0% of
whose assets or partnership interests are owned by one or more
women, or a corporation at least 51.0% of whose assets or interests
in the corporate shares are owned by one or more women.
b. Joint Venture: A joint venture means an association of two or more
persons, partnerships, corporations, or any combination thereof,
founded to carry an a single business activity which is limited in
scope and direct_on. The degree to which a joint venture may
satisfy the stated MBE goal cannot exceed the proportionate
interest of the MBE as a member of the joint venture in the work to
be performed by the joint venture. For example, a joint venture
which is to perform 50.0% of the contract work itself and in which
a minority joint venture partner has a 50.0% interest, shall be
deemed equivalent to having minority participation in 25.0% of the
work. Minority members of the joint venture must have either
financial, managerial, or technical skills in the work to be
performed by the joint venture.
Goals
a The goals for participation by minorities and Minority Business
Enterprises expressed in percentage terms for the Contractor's
aggregate work force on all construction work for the Contract
award are as follows:
Minority Participation Minority Business Enterprise
(Percent) Participation (Percent)
45 %
15%
b. These goals are applicable to all the construction work (regardless
of federal participation) performed in the Contract, including
approved change orders. The hours of minority employment must be
Section A -SP
(Revised 12/15/04)
Page 13 of 30
substantially uniform throughout the length of the Contract and in
each trade. The transfer of minority employees from Contractor to
Contractor or from project to project for the sole purpose of
meeting the Contractor's percentage is prohibited.
Compliance
Upon completion of the Project, a final breakdown of MBE
participation, substantiated by copies of paid invoices, shall be
submitted by the Contractor to the City Engineer.
o.
The Contractor shall make bi- weekly payroll submittals to the City
Engineer. The Contractor is to indicate the percent of minority and
female participation, by trade, which has been utilized on the
Project. Along with the request for final payment on the Project,
the Contractor will indicate, in writing, the overall participation
in these areas which have been achieved. The City Engineer may
withhold monthly or final payments to the Contractor for failure to
submit bi- weekly payrolls in a timely fashion or to submit overall
participation information as required.
A -23 Inspection Required (Revised 7/5/00)
The Contractor shall assure the appropriate building inspections by the
Building Inspection Division at the various intervals of work for which a
permit is required and to assure a final inspection after the building io
Occupancy, when applicable. Section B -6 -2 of the General Provisions is hereby
amended in that the Contractor must pay all fees and charges levied by the
City's Building Inspection Department.
A -24 Surety Bonds
Paragraph two (2) of Section B -3 -4 of the General Provisions is changed to
read as follows:
"No surety will be accepted by the City from any Surety Company who
is now in default or delinquent on any bonds or who has an interest
in any litigation against the City. All bonds must be issued by an
approved Surety Company authorized to do business in the State of
Texas. If performance and payment bonds are in an amount in excess
of ten percent (10 %) of the Surety Company's capital and surplus,
the Surety Company shall provide certification satisfactory to the
City Attorney that the Surety Company has reinsured the portion of
t-e bond amount that exceeds ten percent (10 %) of the Surety
Company's capital and surplus with reinsurer(s) authorized to do
business in the State of Texas. The amount of the bond reinsured
by any reinsurer may not exceed ten percent (10 %) of the
reinsurer's capital and surplus. For purposes of this section, the
amount of allowed capital and surplus will be verified through the
State Board of Insurance as of the date of the last annual
statutory financial statement of the Surety Company or reinsurer
authorized and admitted to do business in the State of Texas. The
Surety shall designate an agent who is a resident of Nueces County,
Texas. Each bond must ne executed by the Contractor and the
Surety. For contracts in excess of $100,000 the bond must be
executed by a Surety company that is certified by the United States
Secretary of the Treasury or must obtain reinsurance for any
Section A -SP
(Revised 12/15/04)
Page 14 of 30
.iability in excess of $100,000 from a reinsurer that is certified
by the United States 'ecretary of the Treasury and that meets all
the above requirements. The insurer or reinsurer must be listed in
the Federal Register as ho]ding certificates of authority on the
date the bond was issued."
A -25 Sales Tax Exemption NOT USED
Section B 6 22, Tax Exemption Provision, is deleted iR its en- ti-ety and thc
tollewinq substituted in lieu-thereof.
Contracts for improvements
Christi do not qualify for
thc C Rtracter ciccts to-operatc
Secti n 3.291 04 Chapter 3, Tax
under
r
regulations as may be
promulgated by
If thc Contractor elects to operatc undcr a separated contract, he shall:
2. Identify
Other Charges" in thc proposal form thc
incorporated into the - Projcct.
ZZ
cost of materials physically
Provide resale certificates to Suppliers.
proposal value of materials.
1-€ the Contractor does not elect to operate under a separated eentreet; --he
must pay for all Sales, 'Sic( -,
Subc ntractors
also complies with the above requirements. The Contractor must issue a
ZZ
his supplier.
Section A -SP
(Revised 12/15/04)
Page 15 of 30
A -26 Supplemental Insurance Requirements
For each insurance coverage provided in accordance with Section B -6 -11 of the
Contract, the Contractor shall obtain an endorsement to the applicable
insurance policy, signed by the insurer, stating:
In the event of cancellation or material change that reduces or
restricts the insurance afforded by this coverage part, each insurer
covenants to mail prier written notice of cancellation or material
change to:
1. Name:City of Corpus Christi
Engineering Services Department
Attn: Contract Administrator
2. Address: P.O. Box 9277
Corpus Christi, Texas 78469 -9277
3. Number of days advance notice: 30
The Contractor shall provide to the City Engineer the signed endorsements, or
copies thereof certified by the insurer, within thirty (30) calendar days
after the date the City Engineer requests that the Contractor sign the
Contract documents.
Within thirty (30) calendar days after the date the City Engineer requests
that the Contractor sign the Contract documents, the Contractor shall provide
the City Engineer with a certificate of insurance certifying that the
Contractor provides worker's compensation insurance coverage for all
employees of the Contractor employed on the Project described in the
Contract.
For each insurance coverage provided in accordance with Section B -6 -11 of the
Contract, the Contractor shall obtain an endorsement to the applicable
insurance policy, signed by the insurer, stating that the City is an
additional insured under the insurance policy. The City need not be named as
additional insured on Worker's Compensation coverage.
For contractual liability insurance coverage obtained in accordance with
Section B -6 -11 (a) of the Contract, the Contractor shall obtain an
endorsement to this coverage stating:
Contractor agrees to indemnify, save harmless and defend the City,
its agents, servants, and employees, and each of them against and
hold it and them harmless from any and all lawsuits, claims,
demands, liabilities, losses and expenses, including court costs
and attorneys' fees, for or on account of any injury to any person,
or any death at any time resulting from such injury, or any damage
to any property, which may arise or which may be alleged to have
arisen out of or in connection with the work covered by this
Contract. The foregoing indemnity shall apply except if such
injury, death or damage is caused directly by the negligence or
other fault of the City, its agents, servants, or employees or any
person indemnified hereunder.
Section A -SP
(Revised 12/15/04)
Page 16 of 30
A -27 Responsibility for Damage Claims NOT USED
is amended -to include=
Cnt-r-aet_ua
oil cost
-y must
P - providing ouch __a coverage
A -2$ Considerations for Contract Award and Execution
To allow the City Engineer to determine that the bidder is able to perform
its obligations under the proposed contract, then prior to award, the City
Engineer may require a bidder to provide documentation concerning:
1. Whether any liens have been filed against bidder for either failure to
pay for services or materials supplied against any of its projects begun
within the preceding two (2) years. The bidder shall specify the name
and address of the part/ holding the lien, the amount of the lien, the
basis for the lien claim, and the date of the release of the lien. If
any such lien has not been released, the bidder shall state why the
claim has not been paid; and
2. Whether there are any outstanding unpaid claims against bidder for
services or materials supplied which relate to any of its projects begun
within the preceding two (2) years. The bidder shall specify the name
and address of the claimant, the amount of the claim, the basis for the
claim, and an explanation why the claim has not been paid.
A bidder may also be required to supply construction references and a
financial statement, prepared no later than ninety (90) days prior to the
City Engineer's request, signed and dated by the bidder's owner, president or
other authorized party, specifying all current assets and liabilities.
A -29 Contractor's Field Administration Staff
The Contractor shall employ for this Project, as its field administration
staff, superintendents and foremen who are careful and competent and
acceptable to the City Engineer.
The criteria upon which the City Engineer makes this determination may
inc ude the following:
1. The superintendent must have at least five (5) years recent experience
in the day -to -day field management and oversight of projects of a
similar size and complexity to this Project. This experience must
include, but is not limited to, scheduling of manpower and materials,
safety, coordination of subcontractors, and familiarity with the
submittal process, federal and state wage rate requirements, and
contract close -out procedures.
The superintendent shall be present, on the job site, at all times that
work Is being performed.
Section A -SP
(Revised 12/15/04)
Page 17 of 30
The foreman, i utilized must have at least five (5) years recent
experience in oversight and management of the work of various
subcontractors and crafts. If the scope of the Project is such that a
foreman is not required, the Contractor's superintendent shall assume
the responsibilities pf a foreman. Foreman can not act as a
superintendent without_ prior written approval from the City.
)ocumentation concerning these matters will be reviewed by the City Engineer.
The Contractor's field administration staff, and any subsequent substitutions
)r replacements thereto, must be approved by the City Engineer in writing
prior to such superintendent or foreman assuming responsibilities on the
Project
Such written approval of field administration staff is a prerequisite to the
City Engineer's obligation to execute a contract for this Project. If such
approval is not obtained, the award may be rescinded. Further, such written
approval is also necessary prior to a change in field administration staff
during the term of this Contract. If the Contractor fails to obtain prior
written approval of the City Engineer concerning any substitutions or zeplacements in its field administration staff for this Project during the
term of the Contract, such a failure constitutes a basis to annul the
Contract pursuant to section B -7 -13.
A -30 Amended "Consideration of Contract" Requirements
Under "General Provisions and Requirements for Municipal Construction
Contracts" Section B -3 -1 Consideration of Contract add the following text:
Within five (5) working days following the public opening and reading of the
proposals, the three (3) apparent lowest bidders (based on the Base Bid only)
must submit to the City Engineer the following information:
1. A list of the major components of the work;
2. A list of the products to be incorporated into the Project;
3. F. schedule of values which specifies estimates of the cost for each
major component of the work;
4 A schedule of anticipated monthly payments for the Project duration.
5. The names and addresses of MBE firms that will participate in the
contract, along with a description of the work and dollar amount for
each firm; and substantiation, either through appropriate certifications
by federal agencies or signed affidavits from the MBE firms, that such
MBE firms meet the guidelines contained herein. Similar substantiation
will be required if the Contractor is an MBE. If the responses do not
clearly show that MBE participation will meet the requirements above,
the bidder must clearly demonstrate, to the satisfaction of the City
Engineer, that a good faith effort has, in fact, been made to meet said
requirements but that meeting such requirements is not reasonably
possible.
6. A list of subcontractors that will be working on the Project. This list
may contain more than one subcontractor for major components of the work
if the Contractor has not completed his evaluation of which
subcontractor will perform the work.
Section A -SP
(Revised 12/15/04)
Page 18 of 30
The City Engineer retains the right to approve all subcontractors that
will perform work on the Project. The Contractor shall obtain written
approval by the City Engineer of all of its subcontractors prior to
beginning work on the Project. If the City Engineer does not approve
all proposed subcontractors, it may rescind the Contract award.
the event that a subcontractor previously listed and approved is
sought to be substituted for or replaced during the term of the
:ontract, then the City Engineer retains the right to approve any
substitute or replacement subcontractor prior to its participation in
the Project. Such approval will not be given if the replacement of the
subcontractor will result in an increase in the Contract price. Failure
of the Contractor to comply with this provision constitutes a basis upon
which to annul the Contract pursuant to Section B -7 -13;
A preliminary progress schedule indicating relationships between the
major components of the work. The final progress schedule must be
submitted to the City Engineer at the pre- construction conference; and
Documentation required pursuant to the Special Provisions A -28 and A -29
2oncerninc Considerations for Contract Award and Execution and the
Contractor's Field Administration Staff.
Documentation as required by Special Provision A -35 -K, if applicable.
'10. Within five (5) days following bid opening, submit in letter form,
information identifying type of entity and state, i.e., Texas (or other
state) Corporation or Partnership, and name(s) and Title(s) of
individual(s) authorized to execute contracts on behalf of said entity.
A -31 Amended Policy on Extra Work and Change Orders
Under "General Provisions and Requirements for Municipal Construction
Contracts" 8-8 -5 Policy on Extra Work and Change Orders the present text is
deleted and replaced with the following:
Contractor acknowledges that the City has no obligation to pay for any
extra work for which a change order has not been signed by the Director
of Engineering Services or his designee. The Contractor also
acknowledges that the City Engineer may authorize change orders which do
not exceed $25,000.00. The Contractor acknowledges that any change
orders in an amount in excess of $25,000.00 must also be approved by the
Cty Council.
A -32 Amended "Execution of Contract" Requirements
Under "General Provisions and Requirements for Municipal Construction
Contracts" B -3 -5 Execution of Contract add the following:
The award of the Contract may be rescinded at any time prior to the date
the City Engineer delvers a contract to the Contractor which bears the
signatures of the City Manager, City Secretary, and City Attorney, or
their authorized designees_ Contractor has no cause of action of any
kind, including for breach of contract, against the City, nor is the
city obligated to perform under the Contract, until the date the City
Engineer delivers the signed Contracts to the Contractor.
Section A -SP
(Revised 12/15/04)
Page 19 of 30
A -33 Conditions of Work
Fach bidder must familiarize himself fully with the conditions relating to
7 :he completion of the Project. Failure to do so will not excuse a bidder of
his obligation to carry out the provisions of this Contract. Contractor is
reminded to attend the Pre -Bid Meeting referred to in Special Provision A -1.
A -34 Precedence of Contract Documents
in case of conflict sn the Contract documents, first precedence will be given
to addenda issued during the bidding phase of the Project, second precedence
will be given to the Special Provisions, third precedence will be given to
the construction plans, fourth precedence will be given to the Standard
Specifications and the General Provisions will be given last precedence. In
the event of a conflict between any of the Standard Specifications with any
ether referenced specifications, such as the Texas Department of Public
Transportation Standard Specifications for Highways, Streets and Bridges,
ASTM specifications, etc., the precedence will be given to addenda, Special
Provisions and Supplemental Special Provisions (if applicable), construction
plans, referenced specifications, Standard Specifications, and General
Provisions, in that order.
A -35 City Water Facilities: Special Requirements NOT USED
A. Visitor/Contractor Orientation
card certifying thcir prior attcndanee
City Water Department Personnel` A Visitor /Contractor Safcty
and who desire to
the City Water Department.
C - Protection of Water Quality
t any time. All ouch items must be
all times. The Contractor shall protect the quality o€ the water
in the job .,ite and .,hall coordinate its work with the City Water
All materials and equipment used in the repair, reassembly,
t-raftsparta i= - -
Section A -SP
(Revised 12/15/04)
Page 20 of 30
E.
Sanitation F undation (ANSI/NSF) Standard 61 as dcscribcd in the
Standard Spccifications.
Thc Contractor shall provide thc Engineer with copics of writtcn
p-reof of ANSI/NSF Standard 61 approval for all matcrials which
could come into contact with potablc watcr.
All-trash gcncratcd by the Contractor or his cmployeco, agcnts, or
subcontractors, must bc contained at all times at thc watcr
facility sitc. Blowing trash will not be allowed. Thc Contractor
r as clean at all times and rcmovc all trash
daily.
12, Contractor's personncl must wear colored uniform ovcralls othcr
eOIRanY-naiae-and
C. Contractor shall providc telephones for Contractor personncl. Plant
Howcvcr, Contractor shall not producc objectionable ROiOC (sec A
50).
must providc own aanitary facilitics.
designated by City Watcr Department staff. All Contractor vchicics
must bc clearly labeled with company name. No privatc employee
vchicics arc allowed at the ffojcct sitc. Employee vchicics must
pe-r-s-enne--1---. All pers nncl must bc
working hours, contractor cmployccs
construction area nor
in company
must not
z-
vehicles. During
1 ave the designated
required work or as directed
during emergency cvacuation
AGQUIS-14--1-0*-
be performcd only by
ae—deteFm4ne4—by mccting thc qualifications 1 thru 9 below. This
work -inelude-s, but---is not limited to, modifi ations, additions,
changes, scicctions, furnishing, installing, connccting,
programming, customizing, dcbugging, calibrating, or placing in
Any work to thc -
Section A-SP
(Revised 12/15/04)
Page 21 of 30
r software spccificd or rcquircd by
r.
work must-be able to demonstrate the following:
and control system business, pref-eabiy- as applied to the
�• He has performed work on systems of comparable sizc, typc,
3.
three prior projects.
herein for at least 5 years.
�. He employ., a Registered Professional Engineer, a Control
Systems Engineer, or an Electrical Engineer to supervise or
c mpleted a manufacturer's training eeurse in configuring
b. He maintains a permanent, fully staffed and equipped
8.
spccificd herein.
He
not practical, all equipment of a given type will be the
pr duct of one manufacturer.
rcquircd,
the programming phase. The attached sheet i., an example and
Contractor will provide all programming blocks used.
A -36 Other Submittals
Shop Drawing Submittal: The Contractor shall follow the procedure
outlined below when processing Shop Drawing submittals:
Quantity: Contractor shall transmit six (6) copies of each
submittal to the City Engineer or his designated representative.
The City Engineer will retain three (3) copies.
b. Reproducibles: In addition to the six (6) copies required above,
the Contractor shall also submit one (1) reproducible transparency
for all shop drawings.
c_ Submittal Transmittal Forms: Contractor shall use the Submittal
Transmittal Form attached at the end of this Section; and
Section A -SP
(Revised 12/15/04)
Page 22 of 30
sequentially number each transmittal form. Resubmittals must have
the original submittal number with an alphabetic suffix.
Contractor must identify the Contractor, the Subcontractor or
supplier; pertinent Drawing sheet and detail number(s), and
specification Section number, as appropriate, on each submittal
form.
Contractor's Stamp: Contractor must apply Contractor's stamp,
appropriately signed or initialed, which certifies that review,
verification of Products required, field dimensions, adjacent
construction work, and coordination of information, is all in
accordance with the requirements of the Project and Contract
documents.
Scheduling: Contractor- must schedule the submittals to expedite the
Project, and deliver to the City Engineer for approval, and
coordinate the submission of related items.
Marking: Contractor must mark each copy to identify applicable
products, models, options, and other data. Supplement
manufacturers' standard data to provide information unique to this
Project.
Variations: Contractor must identify any proposed variations from
the Contract documents and any Product or system limitations which
may be detrimental to successful performance of the completed work.
Space Requirements: Contractor must provide adequate space for
Contractor and Engineer review stamps on all submittal forms.
Resubmittals: Contractor must revise and resubmit submittals as
required by City Engineer and clearly identify all changes made
since previous submittal.
Distribution: Contractor must distribute copies of reviewed
submittals, to subcontractors and suppliers and instruct
subcontractors and suppliers to promptly report, thru Contractor,
any inability to comply with provisions.
Samples: The Contractor must submit samples of finishes from the full
range of manufacturers' standard colors, textures, and patterns for City
Engineer's selection.
Test and Repair Repor?
When specified in the Technical Specifications Section, Contractor must
submit three (3) copies of all shop test data, and repair report, and
ail on -site test data within the specified time to the City Engineer for
approval. Otherwise, the related equipment will not be approved for use
on the project.
Section A -SP
(Revised 12/15/04)
Page 23 of 30
A -37 Amended "Arrangement and Charge for Water Furnished by the City"
Under "General Provisions and Requirements for Municipal Construction
Contracts ", B -6 -15 Arrangement and Charge for Water Furnished by the City,
add the following:
The Contractor must Comply with the City of Corpus Christi's Water
Conservation and Drought Contingency Plan as amended (the "Plan "). This
includes implementing water conservation measures established for
changing conditions. The City Engineer will provide a copy of the Plan
to Contractor at the pre- construction meeting. The Contractor will keep
a copy of the Plan on the Project site throughout construction."
A -38 Worker's Compensation Coverage for Building or Construction Projects for
Government Entities
The requirements of "Notice to Contractors 'B'" are incorporated by reference
n this Special Provision.
A -39 Certificate of Occupancy and Final Acceptance NOT USED
A -40 Amendment to Section B -8 -6: Partial Estimates
General Provisions and Requirements for Municipal Construction Contracts
Section B -8 -6: Partial Estimates is amended to provide that approximate
estimates from which partial payments will be calculated will not include the
net invoice value of acceptable, non - perishable materials delivered to the
Project work site unless the Contractor provides the City Engineer with
documents, satisfactory to the City Engineer, that show that the material
supplier has been paid for the materials delivered to the Project work site.
A -41 Ozone Advisory
Priming and hot -mix paving operations must not be conducted on days for which
an ozone advisory has been issued, except for repairs. The City Engineer will
notify Contractor about ozone alert. If a delay such as this is experienced,
the day will not be counted as a work day and the Contractor will be
compensated at the unit price indicated in the proposal.
A -42 OSHA Rules & Regulations
It is the responsibility of the Contractor(s) to adhere to all applicable
OSHA rules and regulations while performing any and all City - related projects
and or jobs.
A -43 Amended Indemnification & Hold Harmless
Under "General Provisions and Requirements for Municipal Construction
Contracts" B -6 -21 Indemnification & Hold Harmless, text is deleted in its
entirety and the following is substituted in lieu thereof:
The Contractor shall hold the City, its officials, employees, attorneys,
and agents harmless and shall indemnify the City, its officials,
Section A -SP
(Revised 12/15/04)
Page 24 of 30
employees, attorneys, and agents from any and all damages, injury or
:lability whatsoever from an act or omission of the contractor, or any
subcontractor, supplier, material man, or their officials, employees,
agents, or consultants, or any work done under the contract or in
-onnection therewith by the contractor, or any subcontractor, supplier,
material man, er their officials, employees, agents, or consultants.
The contractor shall hold Jhe City, !ts officials, employees, attorneys,
and agents harmless and shall indemnify the City, its officials,
employees, attorneys, and agents from any and all damages, injury, or
liability whatsoever from a negligent act or omission of the city, its
officials, employees, attorneys, and agents that directly or indirectly
causes injury to an employee of the contractor, or any subcontractor,
supplier or material man.
A -44 CHARGE ORDERS
Should a change order(s) be required by the engineer, Contractor shall
furnish the engineer a complete breakdown as to all prices charged for work
of the change order (unit prices, hourly rates, sub - contractor's costs and
breakdowns, cost of materials and equipment, wage rates, etc.). This
breakdown information shall be submitted by contractor as a basis for the
price of the change order.
A -45 AS -BUILT DIMENSIONS AND DRAWINGS
(a) Contractor shall make appropriate daily measurements of facilities
constructed and keep accurate records of location (horizontal and
vertical) of all facilities.
(b) Upon completion of each facility, the Contractor shall furnish
Owner with one set of direct prints, marked with red pencil, to
show as -built dimensions and locations of all work constructed. As
a minimum, the final drawings shall include the following:
Horizontal and vertical dimensions due to substitutions.
Changes in equipment and dimensions due to substitutions.
"Nameplate" data on all installed equipment.
Deletions, additions, and changes to scope of work.
Any other changes made.
A -46 Disposal of Highly Chlorinated Water (7/5/00)
The Contractor shall be responsible for the disposal of water used for
testing, disinfection and line flushing in an approved manner. Contaminants
in the water, particularly high levels of chlorine, will be used for
disinfection, and may exceed the permissible limits for discharge into
wetlands or environmentally sensitive areas. These are regulated by numerous
agencies such as TCEQ, EPA, etc. It will be The Contractor's responsibility
to comply with the requirements of all regulatory agencies in the disposal of
all water used in the project. The methods of disposal shall be submitted to
the City for approval. There shall be no separate pay for disposal of highly
chlorinated water. Contractor shall not use the City's sanitary sewer system
for disposal of contaminated water.
Section A -SP
(Revised 12/15/04)
Page 25 of 30
A -47 Pre- Construction Exploratory Excavations (7/5/00)
Prior to any construction whatsoever on the project, Contractor shall
excavate and expose all existing pipelines of the project that cross within
20 -feet of proposed -- pipelines of the project and Contractor shall survey the
exact vertical and horizontal location of each crossing and potentially
,onflictinq pipeline.
For existing pipelines, conduits, and culverts which parallel and are within
ten feet (10') of proposed pipelines and culverts of the project, Contractor
shall excavate and expose said existing pipelines, conduits, or culverts at a
maximum of 300 -feet O.C. and Contractor shall survey the accurate horizontal
and vertical locations of said parallel pipelines at 300 -feet maximum O.C.
Contractor shall then prepare a report and submit it to the City for approval
Indicating the Owner of pipelines excavated and surveyed, as well as the
approximate station thereof, distance to the pavement centerline and
elevations of the top of existing pipelines.
Contractor shall perform no construction work on the project until all
exploratory excavations have been made in their entirety, the results thereof
reported to the Engineer and until Contractor receives Engineer's approval of
report.
Exploratory excavations shall be paid for as shown in the bid proposal. All
work required to complete exploratory excavations shall be subsidiary to
Exploratory excavation as shown in bid proposal. Contractor shall provide
all his own survey work effort (no separate pay) for exploratory excavations.
A -48 Overhead Electrical Wires (7/5/00)
Contractor shall comply with all OSHA safety requirements with regard to
proximity of construction equipment beneath overhead electrical wires. There
are many overhead wires crossing the construction route and along the
construction route. Contractor shall use all due diligence, precautions,
etc., to ensure that adequate safety is provided for all of his employees and
operators of equipment and with regard to ensuring that no damage to existing
overhead electrical wires or facilities occurs.
Contractor shall coordinate his work with AEP and inform AEP of his
construction schedule with regard to said overhead lines.
Some overhead lines are shown in the construction plans, while others are
not. It shall be the Contractor's sole responsibility to provide for adequate
safety with regard to overhead lines whether shown in the plans or not.
A -49 Amended "Maintenance Guaranty" (8/24/00)
Under "General Provisions and Requirements for Municipal Construction
Contracts ", B -8 -11 Maintenance Guaranty, add the following:
"The Contractor's guarantee is a separate, additional remedy available
to benefit the City of Corpus Christi. Neither the guarantee nor
expiration of the guarantee period will operate to reduce, release, or
relinquish any rights or remedies available to the City of Corpus
Christi for any claims or causes of action against the Contractor or any
other individual or entity."
Section A -SP
(Revised 12/15/04)
Page 26 of 30
A -50 Electronic Submittal of Bids
The following paragraph modifies Paragraph B -2 -7 -- Preparation of Proposal,
of the General Provisions:
The bidder has the option of submitting a computer- generated print -out, in
lieu of, the Proposals for each part shown below:
PART A - SHEETS 1 -13 OF 13
PART B SHEETS 1 -20 OF 20
PART C - SHEETS 1 -12 OF 12
PART D SHEETS 1 -22 OF 22
The print -out will List all bid items (including any additive or deductive
alternates) contained on Proposal Sheets for the parts shown below:
PART A -- SHEETS 3 -8 OF 13
PART B - SHEETS 3 -15 OF 20
PART C SHEETS 3 -7 OF 12
PART D - SHEETS 3 -17 OF 22
If the Contractor chooses to submit a print -out, the print -out shall be
accompanied by properly completed proposal pages for each part shown below:
PART A - SHEETS 1, 2, AND 9 -13 OF 13
PART B -- SHEETS 1, 2, AND 16 -20 OF 20
PART C - SHEETS 1, 2, AND 8-12 OF 12
PART D - SHEETS 1, 2, AND 18 -22 OF 22
In addition, the print out will contain the following statement and
signature, after the last bid item:
(Contractor) herewith
certifies that the unit prices shown on this print -out for bid items
(including any additive or deductive alternates) contained in this proposal
are the unit prices and no other Information from this print -out.
(Contractor) acknowledges and agrees that the Total Bid Amount shown will be
read as Its Total Bid and further agrees that the official Total Bid amount
will be determined by multiplying the unit bid price (Column IV) shown in
this print -out by the respective estimated quantities shown in the Proposal
(Column II) and then totaling the extended amounts.
(Signature)
(Title)
(Date)"
A -51 Value Engineering
The Contractor's attention is directed to paragraph B -4 -5 Value Engineering
Incentive Procedures, of the General Provisions, which states: "After award
of the contract, the Contractor may develop and submit, to the City Engineer,
value Engineering Change Proposals (VECP'S) identify potential reductions in
Section A -SP
(Revised 12/15/04)
Page 27 of 30
the contract cost by effective changes to the contract plans and
specifications." Therefore, the Contractor shall fully examine the plans,
specifications and contract documents, traffic control plans, method of
award, contract calendar days and liquidated damages, and all other major
items involved in the scope of the project to judge for itself the
circumstances and difficulties affecting the work to be performed and obtain
all information required tc make an intelligent proposal. The Contractor's
attention is further directed to paragraph B -2 -3 Examination of Plans,
Specifications and Site of the Work, of the General Provisions. In other
words, the Contractor shall complete it's proposal to the best of it's
ability, as currently proviced
A -52 Dust Control
Contractor shall take reasonable measures to prevent unnecessary dust. Earth
surfaces subject to dusting shall be kept moist with water or applications of
a chemical dust suppressant, When practicable, dusty materials in piles or
in transit shall be covered to prevent blowing dust. Dust control shall not
be paid for directly but shall be considered subsidiary to the appropriate
bid items.
A -53 Dewatering and Disposal
This item shall be considered subsidiary to appropriate bid item where
dewatexing is needed to keep the excavation dry, as approved by the Engineer,
and shall include all costs to provide a dry foundation for the proposed
improvements. Storm water that enters an excavation can be pumped out as long
as care is taken to minimize solids and mud entering the pump suction and
flow is pumped to a location that allows for sheet flow prior to entering a
storm water drainage ditch or storm water inlet. An alternative to sheet
flow is to pump storm water to an area where ponding occurs naturally without
leaving the designated work area or by manmade berms prior to entering the
storm water system. Sheet flow and ponding is to allow solids screening and
or settling prior to entering a storm water conduit or inlet.
Storm water or groundwater shall not be discharged to private property
without permission. It is the intent that Contractor discharge groundwater
primarily into the existing storm water system, provided that the quality of
groundwater is equal to or better than the receiving stream (Cayo Del Oso,
Nueces River and Corpus Christi Bay). Baseline testing to determine the
quality of the groundwater will be performed by the City prior to
construction. Testing of groundwater quality is to be performed by City, at
the City's cost, prior to commencing discharge and shall be retested by the
City, at the City's expense, a minimum of once a week. The Contractor shall
coordinate with the City, on all testing. Test will also be performed as
each new area of construction is started.
Another option for disposal of groundwater by the contractor would include
pumping to the nearest sanitary sewer system. If discharging to temporary
holding tanks and trucking to a sanitary sewer system or wastewater plant,
the costs for these operations shall be negotiated. Other groundwater
disposal alternatives or solutions may be approved by the Engineer on a case
by case basis.
Section A -SP
(Revised 12/15/04)
Page 28 of 30
Prior to pumping groundwater from the trench to the sanitary sewer system the
Contractor shall contact Mark Shell 857 -1817 to obtain a "no cost" permit
from the Wastewater Department. The City will pay for any water quality
testing or water analysis cost required. The permit will require an estimate
of groundwater flow. Groundwater flow can be estimated by boring a hole or
excavating a short trench then record water level shortly after completion,
zi ow to sit over night, record water level again, pump hole or trench dry to
holding tank or vacuum truck then record how long it takes to fill to
original level and overnight level.
Section A -SP
(Revised 12/15/04)
Page 29 of 30
PROJECT:
OWNER:
ENGINEER:
CONTRACTOR:
SUBMITTAL TRANSMITTAL FORM
SUBMITTAL DATE: SUBMITTAL NUMBER:
APPLICABLE SPECIFICATION
OR DRAWING SUBMITTAL
Section 14,---SP
(Revised 12/15/04)
Page 30 of 30
PART C - FEDERAL WAGE RATES AND
REQUIREMENTS
WAIS Document Retrieval Page 1 of 2
GENERAL DECISION. TX20030039 :X39
Date: June 13, 2003
General Decision Number: TX20030039
Superseded General Decision No. TX020039
State: TEXAS
Construction Type:
HEAVY
County(ies):
NUECES SAN PATRICIO
HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Line
Construction and Drainage Projects)
Modification Number Publication Date
0 06/13/2003
COUNTY( es):
NUECES SAN PATRICIO
SUTX2052A 12/01/1987
Rates
CARPENTERS (Excluding Form
Setting) $ 9.05
CONCRETE FINISHER 7.56
ELECTRICIAN 13.37
LABORERS:
Common 5.64
Utility 7.68
POWER EQUIPMENT OPERATORS:
Backhoe
Motor Grader
9.21
8.72
Fringes
2.58
WELDERS -- Receive rate prescribed for craft performing
operation to which welding is incidental_
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29 CFR 5.5(a)(1)(ii))
In the listing above, the "SU" designation means that rates
listed under that identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
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to
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a
position on a wage determination matter
* a conformance (additional classification and rate)
ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the Branch
of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
D. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour. Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage payment
data, project description, area practice material, etc.) that the
requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative Review
Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U. S. Department of Labor
200 Constitution Avenue, N W.
Washington, D. C. 202.10
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
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GENERAL DECISION: TX20030122 02/25/2005 TX122
Date: February 25, 2005
Genera.: Decision Number: TX20030122 02/25/2005
State: Texas
Construction Types: Heavy and Highway
Counties: Nueces, San Patricio and Victoria Counties in Texas.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building
structures in rest area projects & railroad construction;
bascule, suspension & spandrel arch bridges designed for
commercial navigation, bridges involving marine construction;
and other major bridges).
Modification Number Publication Date
0 01/28/2005
1 02/18/2005
2 02/25/2005
SUTX2005 -007 11/09/2004
Rates Fringes
Asphalt Distributor Operator$ 12.42 0.00
Asphalt paving machine operator$ 11.57 0.00
Asphalt Raker $ 9.3.6 0.00
Bulldozer operator. ....$ 10.90 0.00
Carpenter $ 10.71 0.00
Concrete Finisher, Paving $ 12.18 0.00
Concrete Finisher, Structures$ 11.16 0.00
Concrete Rubber ._._.$ 10.50 0.00
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
Operator $ 12.55 0.00
Flagger ....$ 7.17 0.00
Form Builder /Setter, Structures$ 11.47 _0.00
Form Setter, Paving & Curb $ 9.65 0.00
Foundation Drill Operator,
Truck Mounted .$ 15.32 0.00
Front End Loader Operator $ 10.05 0.00
Laborer, common.... .$ 8.35 0.00
Laborer, Utility... ....$ 9.09 0.00
Mechanic $ 13.17 0.00
Motor Grader Operator, Fine
Grade $ 13.78 0.00
Motor Grader Operator, Rough$ 15.00 0.00
Pipelayer.......... -$ 9.00 0.00
Roller Operator, Pneumatic,
Self- Propelled $ 8.57 0.00
Roller Operator, Steel Wheel,
Flat Wheel /Tamping.. $ 8.57 0.00
Roller Operator, Steel Wheel,
Plant Mix Pavement. $ 9.49 0.00
Scraper Operator... ....$ 9.67 0.00
Servicer ....$ 10.75 0.00
Structural Steel Worker...$ 14.00 0.00
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['ruck driver, lowboy-Float $ 14.15 0.00
Truck driver, Single Axle,
Heavy ........ $ 11.39 0.00
Truck driver, Single Axle,
',ight.. $ 9.00 0.00
Truck Driver, Tandem Axle,
Semi - Trailer......_. 5 9.39 0.00
Weider. $ 18.00 0.00
Work Zone Barricade Servicer5 8.97 0.00
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
In the listing above, the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis - -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
Page 2 of 3
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WAIS Document Retrieval
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END'OF GENERAL DECISION
Page 3 of 3
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days
The Contractor will commence work within ten (10) calendar
from date they receive written work order and will
complete
same within 570 CALENDAR DAYS after construction is begun. Should
Contractor default Contractor may be liable for liquidated damages
as set forth in the Contract Documents.
City will pay Contractor in current funds for performance of
the contract in accordance with the Contract Documents as the work
progresses.
Signed in 4 parts at Corpus Christi, Texas on the date shown
above.
ATTEST:
City Secretary
By
Asst. City Attorney
A: (11 ` Corporation)
(Seal Belei )
(Mote:* If $Srson signi for
carpo ion is not Pros t,
atta copy of authorization
to al
CITY OF CORPUS CHRISTI
By: i I lC/3 /C 7
Ronald F. Massey, Asst. City
of Public Works and Utilitie
By:
Angell cobar, P.E.
Director of Engineering Services
g
CONTRACTOR
Haas- Anddeer oonn Const ction, Ltd.
By.
D fl ,eht C
Title: President, Haas•And.r;on Management, LC,
General Partner
1402 Holly Rd.
(Address)
Corpus Christi, TX 78467
(City) (State) (ZIP)
361/853 -2535 * 361/853 -5564
(Phone) (Fax)
SY COUNCIL ..!
Agreement
Page 2 of 2
SECRETAR
P R O P O S A L F O R M
F O R
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1,2,3,5, & 7
PROJECT NO. 6368
DEPARTMENT OF ENGINEERING SERVICES
CITY OF CORPUS CHRISTI, TEXAS
PART D
REVISED Proposal
Page 1 of 22
ADDIIIDUI[ MO. 3
ATTACIENT NO. 2
Proposal of
OR
P R O P O S A L
Place:
Date: ,v;, ,,.-`� /s, Zd 4 6
HAAS- ANDERSON CONSTRUCTION, eta
a Corporation organized and existing under the laws of the State of
a rtnershj% or Individual doing business as
HAAS- ANDERSON CONSTRUCTION, Ltu.
TO: The City of Corpus Christi, Texas
Gentlemen:
The undersigned hereby proposes to furnish all labor and materials,
tools, and necessary equipment, and to perform the work required for:
NZIGHBORBOOD STRZZT =CONSTRUCTION
BOND ISSUZ 2004
PART D - CLUSTZR 1,2,3,5, & 7
PROJZCT NO. 6368
at the locations set out by the plans and specifications and in strict
accordance with the contract documents for the following prices, to -wit:
PART D
RRVISSD Proposal
Page 2 of 22
ADDENDUM NO. 3
ATTACNMENT NO. 2
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1, 2, 3, 5 & 7
STREET WORK
I
II
•
III
Iv
v
BID
ITEM
QTY &
UNIT
DESCRIPTION
UNIT PRICE
IN FIGURES
BID ITEM
EXTENSION
Al
6,600 LF
Removal, complete in place per
linear foot.
$ 45.00
$ 297,000.00
A2
1 LS
General Conditions, complete in
place per lump sum.
$ 430,000.00
$ 430,000.00
A3
13,050 LF
6" Curb and gutter, complete in
place per linear foot.
$ 16.70
$ 217,935.00
A4.
3,540 LF
Remove and replace 6" curb and
gutter, complete in place per
linear foot
$ 45.70
$ 161,778.00
A5
26,740 LF
Remove and replace 4" curb and
gutter, complete in place per
linear foot.
$ 43.75
$ 1,169,875.00
A6
4,430 SY
Remove and replace concrete
driveway, complete in place per
square yard.
$ 160.00
$ 708,800.00
A7
35,280 SF
Remove and replace concrete
sidewalk, complete in place per
square foot.
$ 12.00
$ 423,360.00
A8
1,575 SF
Remove and Replace concrete
valley gutter, complete in place
per square foot.
$ 19.25
$ 30,318.75
A9-
6 EA
Remove and replace sidewalk
drain, complete in place per
each.
$ 1,650.00
$ 9,900.00
A10.
r
25,930 SF
Concrete sidewalk, complete in
place per square foot.
$ 4.10
$ 106,313.00
All.
2,160 SY
Concrete driveway, complete in
place per square yard.
$ 108.00
$ 233,280.00
Al2.
300 LF
Concrete header curb, complete
in place per linear foot.
$ 17.50
$ 5,250.00
A13.
19,520 SY
Type 1 - Rehab - Cement treat
(3 %) exist material (10 "),
complete in place per square
$ 5.15
$ 100,528.00
yard.
A14.
42,300 SY
Type 2 - Rehab - Cement treat
(3 %) exist material (8 "),
complete in place per square
$ 4.80
$ 203,040.00
yard.
A15.
28,425 SY
Type 3 - Rehab - Cement treat
(3 %) exist material (6 "),
complete in place per square
$ 5.25
$ 149,231.25
yard.
A16.
126,990 SY
One course surface treatment,
complete in place per square
$ 1.90
$ 241,281.00
yard.
A17.
16,221 SY
8' Mill (0 " -2 "), complete in
place per square yard.
$ 2.95
$ 53,751.95
A18.
23,990 SY
1 %" HMACP (TY D), complete in
place per square yard.
$ 7.75
$ 185,922.50
A19.
?3,800 SY
2" HMACP (TY D), complete in
place per square yard.
$ 9.80
$ 723,240.00
A20.
29,180 SY
2 %" HMACP (TY D'), complete in
place per square yard.
$ 12.25
$ 357,455.00
A21.
2,810 SF
Concrete curb ramp with
truncated domes, complete in
place per square foot.
$ 15.00
$ 42,150.00
A22
15,130 LF
Reflective pavement mark
(yellow)(4 ")solid, complete in
place per linear foot.
$ 0.50
$ 7,565.00
A23.
5,750 LF
Reflective pavement mark
(white)(4 ") solid, complete in
place per linear foot.
$ 0.50
$ 2,875.00
A24.
245 LF
Reflective pavement mark
(white)(8 ") solid, complete in
place per linear foot.
$ 1.30
$ 318.50
A25
1,450 LF
Reflective pavement mark
(white)(12 ") solid, complete in
place per linear foot.
$ 4.50
$ 6,525.00
A26.
1,965 LF
Reflective pavement mark
(white)(24 ") solid, complete in
place per linear foot.
$ 9.00
$ 17,685.00
A27
2 EA
Reflective pavement mark (white)
(word), complete in place per
each.
$ 350.00
$ 700.00
A28.
4 EA
Reflective pavement mark
(white)(arrow), complete in
place per each.
$ 320.00
$ 1,280.00
A29
76 EA
Reflective pavement mark (TY II-
B), complete in place per each.
$ 7.60
$ 577.60
A30.
6 EA
Speed hump, complete in place
per each.
$ 2,110.00
$ 12,660.00
A31.
34 Ep,Adjust
valves, complete in place
per each.
$ 1,270.00
$ 43,180.00
A32.
106 EA
Adjust manholes, complete in
place per each.
$ 2,025.00
$ 214,650.00
A33.
190 LF
Unanticipated remove and replace
6" curb and gutter, complete in
place per linear foot.
$ 44.50
$ 8,455.00
A34.
1,340
LF
Unanticipated remove and replace
4" curb and gutter, complete in
place per linear foot.
$ 41.00
$
54,940.00
A35.
235
SY
Unanticipated remove and replace
concrete driveway, complete in
place per square yard.
$ 152.00
$
35,720.00
A36.
1,850
SF
Unanticipated remove and replace
concrete sidewalk, complete in
place per square foot.
$ 11.25
$
20,812.50
A37
4
EA
Unanticipated sidewalk drain,
complete in place per each.
$ 1,500.00
$
6,000.00
A38.
0
LS
Traffic control - Part A,
complete in place per lump sum.
$ -
$
-
A39.
0
LS
Traffic control - Part B,
complete in place per lump sum.
$ -
$
-
A40.
0
LS
Traffic control - Part C,
complete in place per lump sum.
$ -
$
-
A41.
1
LS
Traffic control - Part D,
complete in place per lump sum.
$ 570,000.00
$
570,000.00
A42.
5
DAY
Ozone day, complete in place per
day.
$ 2,500.00
$
12,500.00
SUB -PART A - SUB TOTAL STREET WORK (ITEMS Al TERU
A42):
S 6,866.853.05
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1, 2, 3, 5 & 7
WATER IMPROVMENTS
I
II
III
IV
V
BID
ITEM
QT! &
UNIT
DESCRIPTION
UNIT PRICE
IN FIGURES
BID ITEM
EXTENSION
B1
1,243 SY
utility pavement repair,
complete in place per square
$ 44.00
$ 54,692.00
vard.
B2.
5,118 LF
8" PVC waterline C900, complete
in place per linear foot.
$ 59.00
$ 301,962.00
B3.
25 LF
4" PVC waterline, complete in
place per linear foot.
$ 61.00
$ 1,525.00
B4,
52 EA
8" any angle bends, complete in
place per each.
$ 500.00
$ 26,000.00
B5
1 EA
6" any angle bends, complete in
place per each.
$ 444.00
$ 444.00
B6.
2 EA
8" Tapping sleeve and valve,
complete in place per each.
$ 3,685.00
$ 7,370.00
B7.
1 EA
8" cross, complete in place per
each.
$ 828.00
$ 828.00
B8.
14 EA
8" gate valve with box, complete
in lace
p per each.
$ 1,200.00
$ 16,800.00
B9
7 EA
8" Tee, complete in place per
each.
$ 580.00
$ 4,060.00
Bit.
1 EA
8 blind flange with 2" service
tap, complete in place per each.
$ 210.00
$ 210.00
B1.
15 EA
Fire hydrant assembly 8" x 6"
tee, complete in place per each.
$ 4,575.00
$ 68,625.00
B12.
9 EA
Waterline connection, complete
in place per each.
$ 3,400.00
$ 30,600.00
813,
41 EA
Waterline service, complete in
place per each.
$ 2,330.00
$ 95,530.00
B14
49 CY
Grout fill abandoned waterlines,
complete in place per cubic
$ 760.00
$ 37,240.00
yard.
B1�
4,572 LF
Trench safety for waterlines,
complete in place per linear
$ 2.25
$ 10,287.00
iy�Q
B16.
100 LF
7SjJ VraLuLy XC.dVdL10i1 LLenun,
complete in place per linear
$ 42.00
$ 4,200.00
f
B1"'.
10 EA
rt
Exploratory excavation spot,
complete in place per each.
$ 245.00
$ 2,450.00
B18,
1 LS
Water utility allowance as
directed by the Engineer,
complete in place per lump sum.
$ 10,000.00
$ 10,000.00
SUB -PART B - WATER IMPROVEMENTS BASE BID (ITEMS B1
THRU B18) :
672.823.00
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1, 2, 3, 5 & 7
WASTEWATER IMPROVEMENTS
Wastewater line connection,
3 'complete in place per each.
2,775.00
8,325.00
2 EA
012.
Abandoned existing wastewater
manhole, complete in place per
each.
$ 2,050.00
$ 4,100.00
C13.
17 EA
Rehab wastewater manhole (0'-
6'), complete in place per each.
$ 6,882.00
$ 116,994.00
58 VF
C14.
Extra Depth for Rehab Manholes,
complete in place per vertical
foot.
$ 888.00
$ 51,504.00
BID
ITEM
QTY &
UNIT
DESCRIPTION
UNIT PRICE
IN FIGURES
BID ITEM
EXTENSION
C1.
Remove
10 LF line,
and replace 6" wastewater
complete in place per
linear foot.
$ 100.00
$ 1,000.00
C2.
50 LF
Remove and replace 12"
wastewater line, complete in
place per linear foot.
$ 105.00
$ 5,250.00
C3.
3,661 LF
Pipebursting 8" wastewater line
to 8 ", complete in place per
linear foot.
$ 78.50
$ 287,388.50
C4.
1,290 LF
Pipebursting 10" wastewater line
to 10 ", complete in place per
linear foot.
$ 95.00
$ 122,550.00
C5.
761 LF
Pipebursting 12" wastewater line
to 12 ", complete in place per
linear foot.
$ 132.00
$ 100,452.00
C6
23 EA
Point repair 8 ", 10" or 12 ",
complete in place per each
$ 4,880.00
$ 112,240.00
:7.
11,580 LF
Clean and televise existing
wastewater lines, complete in
place per linear foot.
$ 6.00
$ 69,480.00
C8.
60 EA
Remove and replace 4" PVC
service center of the roadway,
complete in place per each.
$ 944.00
$ 56,640.00
C9
37 EA
Remove and replace 4" PVC
service (long), complete in
Mace per each.
$ 1,255.00
$ 46,435.00
010.
31 EA
Remove and replace 4" PVC
service (short), complete in
place per each.
$ 755.00
$ 23,405.00
Wastewater line connection,
3 'complete in place per each.
2,775.00
8,325.00
2 EA
012.
Abandoned existing wastewater
manhole, complete in place per
each.
$ 2,050.00
$ 4,100.00
C13.
17 EA
Rehab wastewater manhole (0'-
6'), complete in place per each.
$ 6,882.00
$ 116,994.00
58 VF
C14.
Extra Depth for Rehab Manholes,
complete in place per vertical
foot.
$ 888.00
$ 51,504.00
015.
4
EA
Prop 4'0 wastewater fiberglass
manhole (0' -6'), complete in
place per each.
$ 5,990.00
$
23,960.00
C16.
3
•
EA
Proposed 4' 0 drop wastewater
manhole (0' -6'), complete in
place per each.
$ 7,600.00
$
22,800.00
C17.
31
VF
Extra depth for prop 4'0
manhole, complete in place per
vertical foot.
$ 944.00
$
29,264.00
018.
1
EA
Proposed 5' 0 wastewater manhole
(0' -6'), complete in place per
each.
$ 7,747.00
$
7,747.00
019.
9
VF
Extra depth for prop 5'0
manhole, complete in place per
vertical foot.
$ 1,776.00
$
15,984.00
C20
1
LS
Wastewater utility allowance as
directed by the Engineer,
complete in place per lump sum.
$ 10,000.00
$
10,000.00
SUB -PART C -SUB -TOTAL WASTEWATER LINES BASE BID (ITEMS
C1 THRU C20):
S 1.115.518.50
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1, 2, 3, 5 & 7
ADDITIVL ALTERNATIVE Al - CLUSTER 5 ADDITIONAL STREET WORK ALLEY A, B, C & D
BID
ITEM
QTY &
UNIT
DESCRIPTION
UNIT PRICE
IN FIGURES
BID ITEM
EXTENSION
A1-1.
1 LS
General Conditions, complete in
place per lump sum.
$ 20,000.00
$ :,000.00
A1-2.
5,875 LF
Remove and replace 4" curb and
gutter, complete in place per
linear foot..
$ 29.50
$ 173,312.50
A1-3.
1,300 SY
Remove and replace concrete
driveway, complete in place per
square yard
.00
$ 139,100.00
A1-4.
75 SF
Remove and Replace concrete
valley gutter, complete in plac=
per square foot.
25.00
$ 1,875.00
A1-5.
3,600 SY
Type 3 - Rehab - Cement trea
(3%) exist material (6' -)
complete in place per
vad ''
$ 8.15
$ 29,340.00
A1-6.
One course surfa e t,
3,600 SY complete in pla.- =••are
vard.
$ 2.15
$ 7,740.00
Al ?.
3,600 SY
2" HMACP (TY D), c• • ete in
place per squar rd.
$ 10.00
$ 36,000.00
A1-8.
160 LF6"
Unant', ipated emove and replace
c • and tter, complete in
pl per near foot.
$ 26.00
$ 4,160.00
A1-9.
30
�' pated remove and replace
• and gutter, complete in
• e per linear foot.
$ 25.00
$ 7,500.00
Al -10.
6 SY
Unanticipated remove and replace
concrete driveway, complete in
place per square yard.
$ 100.00
$ 6,500.00
Al -11.
1 LS
Traffic control - Additive
Alternative Al, complete in
place per lump sum.
$ 50,000.00
$ 50,000.00
A 12.
1 DAY
Ozone day, complete in place per
$ 1,500.00
$ 1,500.00
— _,
A - SUB TOTAL ADDITIVE ALTERNATIVE Al (ITEMS A1-1
THRU A1-12):
S 477,027.50
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1, 2, 3, 5 & 7
ADDITIVE ALTERNATIVE 81 - CLUSTER 3 ADDITIONAL STREETS (BOLIVAR ST., SOLEDAD ST,
WAINWRIGHT ST., DUNBAR ST.)
BID
ITEM
QTY &
UNIT
DESCRIPTION
UNIT PRICE
IN FIGURES
BID ITEM
EXTENSION
B1 -1-
1 LS
General Conditions, complete in
place per lump sum.
$ 40,000.00
$ ,000.00
B1 -2.
5,275 LF
Remove and replace 4" curb and
gutter, complete in place per
linear foot
$ 4 5
$ 233,418.75
B1 3.
900 SY
Remove and replace concrete
driveway, complete in place per
square yard.
f
/
1 40
$ 157,500.00
B1 -4.
7,675 SF
Remove and replace concrete
sidewalk, complete in place per
square foot.
13.00
$ 99,775.00
4
B1-5.
13,450 SY
One course surface treatmen
complete in place per sn-:;
Yard.
$ 1.65
$ 22,192.50
81-6.
8,828 SY
8' Mill (0"-2"), c•�e
place per s.i -r
r
$ 2.75
$ 24,277.00
B1 -7.
13,460 460 SY
1 i4' HMACP (TY D) , om• ete in
place per square ya '..
$ 7.30
$ 98,258.00
B1 -8.
60 LF
Reflectiv- pavem= t mark
(yeliow 24 ") -.lid, complete in
plac= e 1'',-.r f..t.
$ 14.00
$ 840.00
B1 -9.
6
i 1 iv pavement mark (TY II-
ete in place per each.
$ 12.00
$ 72.00
B1 -10.
13 EA
• st manholes, complete in
_ ace per each.
$ 1,200.00
$ 15,600.00
Bi -11.
2 LF
Unanticipated remove and replace
4" curb and gutter, complete in
place per linear foot.
$ 40.00
$ 11,000.00
B1 -12
1 LS
Traffic control - Additive
Alternative B1, complete in
place per lump sum.
$ 110,000.00
$ 110,000.00
1 -13.
1 DAY
Ozone day, :omplete in place per
day.
$ 1,800.00
$ 1,800.00
TOTAL ADDITIVE ALTERNATIVE 81 - STREET IMPROVEMENTS
(ITEMS 81 -1 TEED 81 -13) :
s
814.733.25
NEIGHBORHOOD STREET RECONSTRUCTION
BOND ISSUE 2004
PART D - CLUSTER 1, 2, 3, 5 & 7
ADDITIVE ALTERNATIVE B2 - CLUSTER 3 ADDITIONAL WASTEWATER IMPROVEMENTS
BID
ITEM
QTY &
UNIT
DESCRIPTION
UNIT PRICE
IN FIGURES
BID ITEM
EXTENSION
B2 -1.
7,946
L-
Pipebursting 8" wastewater line
to 8 ", complete in place per
'yea f•• .
$ 59.50
$
4 ,787.00
82 -2
1,264
LF
Pipebursting 12" wastewater line
to 12 ", complete in place per
linear foot.
$ 79.60
$
100,614.40
B2-3
7
EA
Point repair 8 ", 10" or 12 ",
complete in place per each
$ )9
0. 0
$
34,510.00
B2 -4
3,410
LF
Clean and televise existing
wastewater lines, complete in
place per linear foot.
6.00
$
20,460.00
B2 -5
186
E.
Remove and replace 4" PVC
service center of the roadwa
complete in place per
$ 950.00
$
176,700.00
82 -6
113
E'
Remove and replace 4" PVC
service (long), complet n
•lace per each.
$ 1,255.00
$
141,815.00
B2-7
125
E
Remove and replace
service (short), co e e n
•lace per each.
$ 760.00
$
95,000.00
82-8
7
E•
Abandoned exi ing w tewater
manhole, com ete ' place per
each.
$ 2,075.00
$
14,525.00
82-9
13
E.
Rehab w -- w r manhole (0'-
6') .- t in place per each.
$ 6,950.00
$
90,350.00
B2 -10
6
VF
Ext.. -•: for Rehab Manholes,
com• - = in place per vertical
$ 908.00
$
5,448.00
foot
B2 -11
16
E•
Pr.. 4'0 wastewater fiberglass
hole (0' -6'), complete in
.lace per each.
$ 5,940.00
$
95,040.00
82 -12
E•
Proposed 4' 0 drop wastewater
manhole (0' -6'), complete in
place per each.
$ 7,485.00
$
7,485.00
B2 -13
17
VF
Extra depth for prop 4'0
manhole, complete in place per
vertical foot.
$ 950.00
$
16,150.00
B -14
173
LF
I
Remove and Replace 8" wastewater
line, complete in place per
linear foot.
$ 135.00
$
23,355.00
B2 -15
422
SY
Type 2- Rehab - Cement treat (3 %)
exist. Material (8 "), complete
in place per aware yard.
$
15
$
1,751.30
B2 -16
422
SY
One course surface treatment
complete in place pe 6
yard. OF
J j,
1.55
$
654.10
B2 -17
. 421
l
1 -1/ HMACP omplete in
a per D yard.
$
6.85
$
2,890.70
i
TOTAL VE ALTERNATIVE B2 - STREET IMPROVEMENTS
B2 -1 TIIRU B2 -17) :
S 1.299.535.50
PART D - SUMMARY
BASE BNI
SUB -PART A SIMi -TOTAL STREET IMPROVEMENTS (ITEMS Al THRU A42) $ 6,866,853.05
SUB -PART B SUS -TOTAL WATMt IMPROVEMENTS (ITEMS 131 THRU 818) $ 672,823.00
SUB -PART C SUS -TOTAL WASTEWATER IMPROVEMENTS (TIEMS C1 THRU C20) $ 1,115,518.50
PART D "DOTAL BASE BID:
PART D - ADDITIVE ALTERNATIVES SUMMARY
TOTAL ADDITIVE ALTERNATIVE Al (ITEMS A1-1 THRU Al -1j):
TOTAL ADDITIVE ALTERNATIVE B1 ofttpir
B1 -1 TH*J B1.13): 4Jg2
$ 8,655,194.55
477
MOVE ALTERNATIVE B2 (ITEMS 62 -1 THRU B2 -17):
(ITEMS
$ 814,733.25
$ 1,299,535.50
I
"HAAS-ANSIERSON CONSTRUCTION LTD. Herewith certifies that the unit prices shown on this
print -out for bid items ( Including any additive or deductive alternates ) contained in this
proposal an) the unit prices intended and that its bid will be tabulated using these unit prices and no
other information from this print -out. HAAS - ANDERSON CONSTRUCTION LTD. Acknowledges
and agrees that the Total Bid Amount shown will be read as its Total Bid and further agrees that
the official Tod Bid amount will be determined by multiplying the unit bid price (Column IV) shown
in this print out by the respective estimated quantities shown in the Proposal (Column II) and then
totaling the extended amounts.
(SIgnature)
/ e. AI
�-z
President, Haas- Anderson Manag m.nt, L.C.
( Title ) Gen,al Partner
( Date )
M✓• %Jj d dC� G.
The undersigned hereby declares that he has visited the site and has carefully examined
the plans, specifications and contract documents relating to the work covered by his bid or
'lids, that he agrees to do the work, and that no representations made by the City are in any
sense a warranty but are mere estimates for the guidance of the Contractor.
Upon notification of award of contract, we will within ten (10) calendar days execute
:he formal contract and will deliver a Performance Bond (as required) for the faithful
performance of this contract and a Payment Bond (as required) to insure payment for all labor
End materials. The bid bond attached to this proposal, in the amount of 5% of the highest
Amount bid, is to become the property of the City of Corpus Christi in the event the contract
and bonds are not executed within the time above set forth as liquidated damages for the
lelay and additional work caused thereby.
Minority /Minority Business snt.rpris• Participation: The apparent low bidder shall,
within two days (five days for Contractors outside Nueces County) of receipt of bids, submit
:o the City Engineer, in writing, the names and addresses of MBE firms participating in the
contract and a description of the work to be performed and its dollar value for bid
evaluation purpose.
Number of Sipped Sets of Documents: The contract and all bonds will be prepared in not
Less than four counterpart (original signed) sets.
Time of Cosapletion: The undersigned agrees to complete the work within 570 calendar
+a,Ys for the -Bass Sid, 65 calendar days for Additive Alternative Al, 75 calendar days for
.dditive Alternative 81, and 10 calendar days for Additive Alternative B2 from the date
designated by a work order. To minimize inconvenience to the general public and to minimize
their exposure to dangerous conditions, the contractor will be required to follow tight
scheduling for construction and will be required to meet dead lines for completion.
Aitec Contrac. A�(raf, and pre - construction meeting is held, the Contractor shall commence work
with n ten 0) (lender date after receipt of written notice from the Director of
lagiipeeriag ice* or designer (City Sagineor') to proceed.
• Charge time for each PART D begins on the first day of excavation.
• Charge time for each PART D is stopped when the following is accomplished:
1. Excavation /backfill and soil compaction meeting the requirements of the plans and
specifications.
2. The utility lines are televised or pressure tested and manholes are tested as per
specifications.
3. MAC is complete as per plans and specifications.
4. The site is cleaned and all debris removed
The Contractor shall submit to the City Engineer a work plan based on total calendar days for
: onstruction of the entire project broken down into each Construction Phase. This plan must
detail the schedule of work for each Construction Phase and must be submitted to the City
Engineer at least three (3) working days prior to the pre - construction meeting.
or each calendar day that any work remains incomplete after the time specified in the
Contract for completion of the work or after such time period as extended pursuant to other
provisions of this Contract, $1,000.00 per calendar day will be assessed against the
Contractor as liquidated damages. Said liquidated damages are not imposed as a penalty but
as an estimate of the damages that the City will sustain from delay in completion of the
PART D
REVISED Proposal
Page 18 of 22
ADDENDUM NO. 3
ATTACHMENT NO. 2
Nork, which damages by their nature are not capable of precise proof. The Director of
Engineering Services (City Engineer) may withhold and deduct from monies otherwise due to the
Contractor the amount of liquidated damages due to the City from the monthly pay estimate.
)ays Allocation for Rain
The contractor shall anticipate the following number of work days lost due to the rain in
- determining the contract schedule and for each item of the contract. A rain day is defined
as any day in which the amount of rain measured by the National Weather Service at the Power
Street Stormwater Pump Station is 0.50 inch or greater. No extension of time will be
considered until the expected number of rain days has been exceeded and the Engineer has
agreed that the status of construction was such that there was an impact detrimental to the
; onstruction schedule.
,_January 3 Days May 4 Days September 7 Days
February 3 Days June 4 Days October 4 Days
.larch 2 Days July 3 Days November 3 Days
April 3 Days August 4 Days December 3 Days
Completion shall be based on satisfactory work, completed, tested, in accordance with the
elan, specifications, and contract documents and connected to the existing system, and
accepted by the City for the entire project.
The requirements to issue the Contractor a Certificate of Completion are the following
``(Project Acceptance Procedures Check List):
(1) Final inspection (Contractor shall have red lined set ready to submit to City with all
corrections /notes- Engineering Services to coordinate As -Built plan preparation with A/E
Consultant).
(2) Inspector prepares final quantities, contractor evaluation form, and project summary.
(3) Inspector /Engineer verifies that all submittals, payrolls, Inspection Reports, As-
Builts, O&M manuals (in electronic format as required), SCADA documentation, and other
Field Information are complete.
(4) Contractor reviews and agrees to final quantities or differences agreed upon by
Contractor and Inspector.
(5) Final estimate reviewed by City Construction Engineer.
(6) City Construction Engineer submits to Engineering Administrative Asst., the final
estimate and Contractor evaluation form and Project Acceptance Procedures Check List.
(7) Final payment checklist:
(a) Affidavit that all bills have been paid, "Waiver of Lien"
(b) Submittal of all remaining payrolls
(c) Submittal of MBE letter on what Contractor has actually subcontracted through end of
project
(d)
(8) Final Acceptance Memorandum prepared by Administrative Assistant
(9) Administrative Asst. reviews for completeness, funding availability, prepares financial
paperwork
(10) Administrative Asst. submits to director of Engineering Services /Operating Department
Head for approval and forwarding to Asst. City Manager
(11) Final Acceptance memo returned from Asst. City Manager
(12) Authorization for payment (AFP) prepared and submitted to Accounting Department
(13) Contractor receives final payment after City Council (if required or Asst. City Manager
accepts project.
(14) Administrative Asst. sends letter to Contractor informing him or her when one -year
warranty date begins (Acceptance Memorandum).
City acceptance of the project will be described in an Acceptance Memorandum to the
contractor. The warranty will begin on the date that the Acceptance Memorandum is issued to
the Contractor.
Retainage will be reduced once each cluster has been
PART D
REVISED Proposal
Page 19 of 22
accepted.
ADDENDUM O. 3
ATTACHMENT NO. 2
The undersigned further declares that he will provide all necessary tools and
apparatus, do all the work and furnish all materials and do everything required to carry out
the above mentioned work covered by this proposal, in strict accordance with the contract
documents and the requirements pertaining thereto, for the sum or sums above set forth.
Receipt of the following addenda is acknowledged (addenda number):
/ .1#z 3
Respectfully submitted:
HAAS - ANDERSON CONSTRUCTION, Ltd
Name:
By:
(S*,L - If Bidder is Address:
a Corporation
Telephone:
MOTs: Do not detach bid from other papers.
Fill is with ink and submit complete
with attached papers.
PART D
RIIVi==D Proposal
Page 20 of 22
(SI®TB,TQR=) r . /j1..er c'
44,, 7- 6frZ /01
(P.O. Box) (Street)
�..,..r
(364 Tyr c 7f9c{ 7
(City) (State) I (Zip)
(Revised August 2000)
ADD11>1DVII NO. 3
ATTACE11:21IT 110. 2
P E R F O R M A N C E B O N D
Bond No.: 104739240
STATE OF TEXAS
KNOW ALL BY THESE PRESENTS:
COUNTY OF NUECES 5
THAT Haas - Anderson Construction Ltd. of NUECES County, Texas,
�rereinafter called "Principal ", and TravelersCasualtyandsuretyCompanyofAmecca
corporation organized under the laws of the State of Connecticut
and duly author_zed o do business in the State of Texas,
hereinafter called "Surety ", are held and firmly bound unto the
-7ity of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City ", in the penal sum of EIGHT
MIL,ION, SIX HUNDRED FIFTY -FIVE THOUSAND, ONE HUNDRED NINETY -FOUR
AND S5/100($8,655,194.55) DOLLARS, lawful money of the United
States, to be paid in Nueces County, Texas, for the payment of
;which sum well and truly to be made we bind ourselves, our heirs,
xec'ators, admin_stratcrs and successors, jointly and severally,
firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 12TH of DECEMBER, 2006, a copy of which is
hereto attached and made a part hereof, for the construction of:
Neighborhood Street Reconstruction Bond Issue 2004
Part D - Cluster 1,2,3,5,& 7 - PROJECT NO. 6368
(TOTAL BASE BID: $8,655,194.55)
NOW, THEREFORE, if the principal shall faithfully perform said
work :n accordance with the plans, specifications and contract
documents, including any changes, extensions, or guaranties, and if
the principal shall repair and /or replace all defects due to faulty
materials and /or workmanship that appear within a period of one (1)
year from the date of completion and acceptance of improvements by
the City, then this obligation shall be void; otherwise to remain
n full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this
Pond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
Df the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or
addition to the terms of the contract, or to the work to be
performed thereunder.
Performance Bond
Page ? of 2
P E R F O R M A N C E B O N D
STATE OF TEXAS §
KNOW ALL BY THESE PRESENTS:
COUNTY OF NUECES §
THAT Baas- Anderson Construction, Ltd. of NUECES County, Texas,
hereinafter called "Principal ", and , a
corporation organized under the laws of the State of
and duly authorized to do business in the State of Texas,
hereinafter called "Surety ", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City ", in the penal sum of EIGHT
MILLI0 , SIX HUNDRED FIFTY -FIVE THOUSAND, ONE HUNDRED NINETY -FOUR
AND 5$/100($8,655,194.55) DOLLARS, lawful money of the United
States, to be paid in Nueces County, Texas, for the payment of
which sum well and truly to be made we bind ourselves, our heirs,
executors, administrators and successors, jointly and severally,
firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 12TH of DECEMBER, 2006, a copy of which is
hereto attached and made a part hereof, for the construction of:
Neighborhood Street Reconstruction Bond Issue 2004
Part D - Cluster 1,2,3,5,& 7 - PROJECT NO. 6368
(TOTAL BASE BID: $8,655,194.55)
NOW, THEREFORE, if the principal shall faithfully perform said
work in accordance with the plans, specifications and contract
documents, including any changes, extensions, or guaranties, and if
the principal shall repair and /or replace all defects due to faulty
materials and /or workmanship that appear within a period of one (1)
year from the date of completion and acceptance of improvements by
the City, then this obligation shall be void; otherwise to remain
in full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereby
waive notice of any sucr change, extension of time, alteration or
addition to the terms of the contract, or to the work to be
performed thereunder.
Performance Bond
Page 1 of 2
T'-;is bond is given to meet the requirements of Article 5160,
rnon's Civil Statutes of Texas, and other applicable statutes of
the State et Texas .
The undersigned agent is hereby designated by the Surety
herein as the Age-n1 Resi.denn. in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
. 19 -`! , Vernon's Texas Insurance Cc;:1e.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the 20th
of December
day
, 2006
PRINCIPAL
Haas - Anderson Constr tion, Ltd.
By: 4.
A2 0 y4r
(Pi ir:' Name
ATTEST
aag•Antierson Manaaemment L C..
& Ti eneral Partner
Secretary
;Print Name'
SURETY
Travelers Casualty and Surety Company of America .;
By:
Attorney-in- act
Kerry J. Woods
(print_ Name)
,A)L,-„7;
The Resident Agent of the Surety in Nueces County, Texas, for
delivery of notice and service of process is:
Agency: Keetch & Associates
Contact Person: Keyin Keetch
Address: P. O. Box 3280
Saws Christi. TX 78463 -3280
Phone Number: 361- 883 -3803
(NOTE: Date of Performane Bond :lust not be prior to date of contract) (Revised 9/02)
Performance Bond
Page 2 of
This bond is given to meet the requirements of Article 5160,
Vernon's Civil Statutes Df Texas, and other applicable statutes of
the State of Texas.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
.29 -1, Vernon's Texas Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the
day of , 20
PRINCIPAL
By:
(Print Name & Title)
ATTEST
Secretary
(Print Name)
SURETY
By:
Attorney -in -fact
(Print Name)
t Afloat ; of tare Surety in Nu ces CoUr4Y, TW$, for
1iv ry d notices aid service) of process is:
Agency:
Contact Person:
Address:
Phone Nbmber :
(NOTE: Date of Performance Bond must not be prior to date of contract)(Revised 9/02)
Performance Bond
Page 2 of 2
P A Y M E N T B O N D
Bond No.: 104739240
STATE OF TEXAS §
KNOW ALL BY THESE PRESENTS:
COUNTY OF NUECES §
THAT Haas - Anderson Construction, Ltd. of NUECES County,
Texas, hereinafter called "Principal ", and Travelers Casualty and Surety Company of America
a corporation organized under the laws of the State of Connecticut ,
aria duly authorized to do business in the State of Texas,
hereinafter called "Surety ", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City ", and unto all persons, firms and
culpoLa ions supplying aabor and materials in prosecution of the
work referred to in the attached contract, in the penal sum of
EIGHT MI .ION, SIX HUNDRED FIFTY-FIVE THOUSAND, ONE HUNDRED NINETY -
FOUR AND 55/100($8,655,194.55) DOLLARS, lawful money of the United
States, to be paid in Nueces County, Texas, for the payment of
which sum well and truly to be made we bind ourselves, our heirs,
executors, administrators and successors, jointly and severally,
firmly by these presents
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 12TH day DECEMBER, 2006, a copy of which is
hereto attached and made a part hereof, for the construction of:
Neighborhood Street Reconstruction Bond Issue 2004
Part D - Cluster 1,2,3,5,& 7 - PROJECT NO. 6368
(TOTAL BASE BID: $8,655,194.55)
NOW, THEREFORE, if the principal shall faithfully perform its
duties and make prompt payment to all persons, firms,
subcontractors, corporations and claimants supplying labor and
material in the prosecution of the work provided for in said
contract and any and ail duly authorized modification of said
contract that may hereinafter be made, notice of which modification
to the surety is hereby expressly waived, then this obligation
shall be void; otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed upon this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on 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 to be
performed thereunder.
Payment Bond
Page 1 of 2
STATE OF TEXAS §
COUNTY OF NUECES §
P A Y M E N T B O N D
KNOW ALL BY THESE PRESENTS:
THAT Haas - Anderson Construction, Ltd. of NUECES County,
Texas, hereinafter called "Principal ", and
a corporation organized under the laws of the State of
and duly authorized to do business in the State of Texas,
hereinafter called "Surety ", are held and firmly bound unto the
City of Corpus Christi, a municipal corporation of Nueces County,
Texas, hereinafter called "City ", and unto all persons, firms and
corporations supplying labor and materials in prosecution of the
work referred to in the attached contract, in the penal sum of
EIGHT(MILON, SIX HUNDRED FIFTY -FIVE THOUSAND, ONE HUNDRED NINETY -
FOUR NIND /100($8,655,194.55) DOLLARS, lawful money of the United
States, to be paid in Nueces County, Texas, for the payment of
which sum well and truly to be made we bind ourselves, our heirs,
executors, administrators and successors, jointly and severally,
firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH THAT: Whereas, the
principal entered into a certain contract with the City of Corpus
Christi, dated the 12TH day DECEMBER, 2006, a copy of which is
hereto attached and made a part hereof, for the construction of:
Neighborhood Street Reconstruction Bond Issue 2004
Part D - Cluster 1,2,3,5,& 7 - PROJECT NO. 6368
(TOTAL BASE BID: $8,655,194.55)
NOW, THEREFORE, if the principal shall faithfully perform its
duties and make prompt payment to all persons, firms,
subcontractors, corporations and claimants supplying labor and
material in the prosecution of the work provided for in said
contract and any and all duly authorized modification of said
contract that may hereinafter be made, notice of which modification
to the surety is hereby expressly waived, then this obligation
shad be void; otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed upon this
bond, venue shall lie in Nueces County, Texas.
And that said surety for value received hereby stipulates that
no change, extension of time, alteration or addition to the terms
of the contract, or to the work performed thereunder, or the plans,
specifications, drawings, etc., accompanying the same shall in
anywise affect its obligation on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or
addition to the terms cf the contract, or to the work to be
performed thereunder.
Payment Bond
Page 1 of 2
This bona is given to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of
the State of Texas. The terms "Claimant ", "Labor" and "Material"
as used herein are in accordance with and as defined in said
Tr ic!e.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
7.19 -1, Vernon's Texas Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the 20th
day of December 20 06
PRINCIPAL
Haas - Anderson Construction, Ltd.
By:
P 0 /" ws Preeidant. Haas-Anderson Management, L.C.
(Print Name & Tit'r A Partner
ATTEST
Secretary
(Print Name)
SURETY
Travelers Casualty and Surety Company of America
Atcorne —in -fact
Kerry J. Woods
(Print Name)
The Resident Agent of the Surety in Nueces County, Texas, for
delivery of notice and service of process is:
Agency: Keetch & Associates
Contact Person: Pvin Keetcth
Milroy': P. O. Box 3280
Corpus Christi, TX 78463 -3280
Phone Number: 361- 883 -3803
(NOTE: Date of Payment Bond must not be prior to date of contract) (Revised 9/02)
Payment Bond
Page 2 of 2
TRAVELERS
NARNING THIS Pr,NEP CF ATTORNEY 'S INVALID WITHOUT THF_ RED BORDER
POWER OF ATTORNEY
Farmington ( asualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance 1'nderwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
Attorney -In Fact No. 218026
KNOW ALI, MEN BY THESE PRESENTS: That Se:Moan:
Fire and Manse insurance Company. Si Paul Gur,dian In <urn
of the State <<' \linnesota that Farmington Casua Compam
eorporauons dub organized under the law,, of th, State of Co
law, of the State of Maryland. that Fidelity and Guaranty Incur
Guaranty. ins.rance 1. nde< writers. Ins i- A corporation dulc n
the Companit s do hereby make, constitute And appoint
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Tray elers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No. 0 013 0 6 3 0 6
Sun t Company is a corporation duly organised under the laws of the State of New York, that St. Paul
aee t.onioany and St Paul Mercury Insurance Company are corporations duly organized under the laws
e cis Casuals and Surety Company, and Travelers Casualty and Surety Company of America are
uteetic 11 that United State. Fidelity and Guaranty Company is a corporation duly organized under the
Alice C.,mpany is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
gani;ed under the I :nos of the State of Wisconsin therein collectively called the "Companies"), and that
Betty J. Baxter, Lee Anna Biesenbach, Kevin G. Keetch. Donna Laurence, J. Michael Rhyne, Kerry J. Woods, Tracie Henderson, and
Lonna Pokrant
01 the City o Corpus Christi
each in their separate capacity if more than one is named ahoy,
other writings obligatory m the nature thereof on behalf of the
contracts and executing of guaranteeing bonds and undertaking
State of Texas , their true and lawful Attorney(s) -in -Fact,
. to sign. execute. seal and acknowledge any and all bonds, recognizances, conditional undertakings and
Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of
required or permitted in any actions or proceedings allowed by law.
IN WITNESS WIIE REOF, the Companies have caused this ntstrument to he signed and their corporate seals to be hereto affixed, this 20th
day ,f November 2006
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
State of('onnectt vt
Cis of Hartt,rd -s.
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
��:MV. O:.gSJ ;P.
. .
Se 'k; ,
�nSAL,oj tom:.S8L,4
' A a PORAne '
�.
By:
ce President
20th . November 2006
On this the _ d n r, ;iefore me personally appeared George W. Thompson, who acknowledged
himself to be the Senior Vice President of Farmington Ca,ualt Company. Fidelity and Guaranty Insurance Company, Fidelity and Guaranty insurance Underwriters,
Inc_ Seaboard Surety Company, St. Paul Fire and Marine Instil once Campany. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Trioeters Casualty. and Surety ( onipan, of .America, and United States Fidelity and Guaranty Company, and that he, as such, being
authorized so to do, executed the foregoing instrument It the ruposes therein contained ht signing on behalf of the corporations by himself as a duly authorized officer.
In Witness VI hereof, 1 hereunto set my hand and dicta; seal
My Commiss .,on expires the 30th day of June. 201 i.
58440 -8 -06 Printed 1r L S.A.
Marie C. Tetreault, Notary Public
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
la ST PAUL
TRAVELERS
IMPORTANT NOTICE
TO OBTAIN INFORMATION OR MAKE A COMPLAINT:
You may contact Travelers Casualty & Surety Company of America, Travelers Casualty
& Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company
and /or Farmington Casualty Company for information or to make a complaint at:
Travelers Bond
Attn: Claims
1500 Market Street
West Tower, Suite 2900
Philadelphia, PA 19102
(267) 675 -3057
(267) 675 -3102 Fax
You may contact the Texas Department of Insurance to obtain the information on
companies, coverages, rights or complaints at
Texas Department of Insurance
P.O. Box 149104
Austin, TX 78714 -9104
(800) 252-3439
ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and
does not become a part or a condition of the attached document and is given to comply
with Section 2253 -021, Government Code, and Section 53.202, Property Code, effective
September 1, 2001
This bond is given to meet the requirements of Article 5160,
Vernon's Civil Statutes of Texas, and other applicable statutes of
the State of Texas. The terms "Claimant ", "Labor" and "Material ",
as used herein are in accordance with and as defined in said
Article.
The undersigned agent is hereby designated by the Surety
herein as the Agent Resident in Nueces County to whom any requisite
notices may be delivered and on whom service of process may be had
in matters arising out of such suretyship, as provided by Art.
7.19 -1, Vernon's Texas Insurance Code.
IN WITNESS WHEREOF, this instrument is executed in 4 copies,
each one of which shall be deemed an original, this the
day of , 20
ft *gip
1
notice
Agency
Contact Person:
Address:
Mono Number:
PRINCIPAL
By:
(Print Name & Title)
ATTEST
Secretary
(Print Name)
SURETY
By:
Attorney -in -fact
(Print Name)
of the airety iu. T•
eiei cSf turf
(NOTE: Date of Payment Bond must not be prior to date of contract) (Revised 9/02)
Payment Bond
Page 2 of 2
Ac;�, CITY OF CORPUS CHRISTI
Corpo
C�hnsti DISCLOSURZ OF INTERMITS
w•r
City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to
provide the • • inf • = . Every question must be answered. If the question is not applicable, answer with "NA ".
MU-NAME: RSON CONSTRUCTION, Ltd.
STRIET: /ti C 2 / ly CITY: s C4', s s ZIP: 7, Y/7
NW is: 1. Corporation ❑ 2. Partnership 3. Sole Owner ❑ 4. Association ❑
5. Other ❑
DISCLOSURE QUESTIONS
If additional space isneceseary, please use the reverse side of this page or attach separate sheet.
1. Slate the name" of *soli "employee" of the City of Corpus Christi having an "ownership Interest" constituting 3% or more of
the ownership ki the *Sow named "firm".
Name Job Title and City Department (if known)
2. flints the nand of ea "oAklal" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the
ownerstdp in die above named "firm ".
Name Title
AriA
3. Spite the of s "board membW' of the City of Corpus Christi having an "ownership interest" constituting 3% or more
of the awn in the above named "firm ".
Name Board, Commission or Committee
4. Slab the ewe of ea. employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related
to the subject *this ebntract and has an "ownership interest" constituting 3% or more of the ownership in the above named
"tnnM•
Name
None AJ/
Consultant
CERTIFICATE
I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of
any information req tasted; and that supp emer al statements will be promptly submitted to the City of Corpus Christi, Texas as changes
occur. / o
Certifying Person: ape or �) /0(... o-1 Tid+�ani. Haas- Anderson Management, L.C.
Signature of Certifying Person: <
General Partn
Date: / //4)- 7e i
PART D
RITZ SID Proposal
Page 21 of 22
ADDEND= NO. 3
ATTACININT NO. 2
DBFINITIONS
a. "Board Member ". A member of any board, commission or committee appointed by the City
Council of the City of Corpus Christi, Texas.
b. "Employee ". Any person employed by the City of Corpus Christi, Texas, either on a full or
part time basis, but not as an independent contractor.
c. "Firm ". Any entity operated for economic gain, whether professional, industrial or
commercial and whether established to produce or deal with a product or service, including
but not limited to, entities operated in the form of sole proprietorship, as self - employed
person, partnership, corporation, joint stock company, joint venture, receivership or
trust and entities which, for purposes of taxation, are treated as non - profit
organizations.
3. "Official ". The Mayor, members of the City Council, City Manager, Deputy City Manager,
Assistant City Managers, Department and Division Heads and Municipal Court Judges of the
City of Corpus Christi, Texas.
"Ownership Interest ". Legal or equitable interest, whether actually or constructively
held, in a firm, including when such interest is held through an agent, trust, estate or
holding entity. "Constructively held" refers to holding or control established through
voting trusts, proxies or special terms of venture or partnership agreements.
E. "Consultant ". Any person or firm, such as engineers and architects, hired by the City of
Corpus Christi for the purpose of professional consultation and recommendation.
PART D
RSVIS=D Proposal
Page 22 of 22
ADDINDON 110. 3
ATTACINOINT 1f0. 2