HomeMy WebLinkAboutC2012-261 (1 of 2) - 7/24/2012 - Approved(Revised 12/07/06)
WILLIAMS DRIVE, PHASE NOS. 1 AND 2
PHASE 1 - FROM RODD FIELD TO NILE' DRIVE
PHASE 2 - FROM NILE DRIVE TO AIRLINE ROAD
BOND 2008 (PROJECT NOS, 6466 AND 6467)
Table of Contents (Revised)
NOTICE TO BIDDERS (Revised 7/5/00)
NOTICE TO CONTRACTORS - A (Revised. March 2009)
Insurance Requirements
NOTICE TO CONTRACTORS - B (Revised 7/5/00)
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
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 (Revised 7/5/00)
A -11 Cooperation with Public Agencies (Revised 7/5/00)
A -12 Maintenance of Services
A -13 Area Access and Traffic Control
A -14 Construction Equipment Spillage and Tracking
A -15 Excavation and Removals
A -16 Disposal /Salvage of Materials
A -17 Field Office
A -18 Schedule and Sequence of Construction
A -19 Construction Staking
A -20 Testing and Certification
A -21 Project Signs
A -22 Minority /Minority Business Enterprise Participation Policy (Revised 10/98)
21. 23 In.pcction Required (NOT USED).
A -24 Surety Bonds
A 2-5 Sal= Tait Exemption (NOT USED) (6/11/98)
A -26 Supplemental Insurance Requirements
(NOT USED)
A -28 Considerations for Contract Award and Execution
A -29 Contractor's Field Administration Staff
A -30 Amended "Consideration of Contract" Requirements
A -31 Amended Policy on Extra Work and Change Orders
Rev. 8/03
Page 1 of 10
A -32 Amended "Execution of Contract" Requirements
A -33 Conditions of Work
A -34 Precedence of Contract Documents
A 3-5 City Water Faciliticc Special Requirements (NOT USED)
A -36 Other Submittals (Revised 9/18/00)
A-37 Amended "Arrangement and Charge for Water Furnished by the
A-38 Worker's Compensation Coverage for Building or Construction
Projects for Government Entities
City"
(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 (7/5/00)
A -46 Disposal of Highly Chlorinated Water (7/5/00)
A-47 Pre- Construction Exploratory Excavations (7/5/00)
A -48 Overhead Electrical Wires (7/5/00)
A -49 Amend "Maintenance Guaranty" (8/24/00)
A -50 Amended Prosecution and Progress
A -51 Dewatering /Well Pointing
A -52 Electrica]. Submittal of Bids
A -53 Video Documentation
A -54 Trench Safety
A -55 Confined Space Entry Requirements
A -56 Pavement Restoration and Project Clean Up
A -.57 Re- routing of Traffic During Construction
A -58 Measurement and Payment of Subsidiary Items of Work
A-59 Restoration of Private Property
A -60 Access to Private Property
A -61 Pipe Trench Bedding and Backfill
A -62 Stormwater Pollution Prevention
A-63 Dust Control
A-64 Noise Control and Working Hour Restrictions
A -65 Other Accessibility Requirements
A -66 Maintenance and. Control of Wastewater Flows
A -67 Regional Transportation Authority (RTA) Contract Documents
A -68 Work within TxDOT Right -of -Way
PART B - GENERA, PROVISIONS
PART C - FEDERAL WAGE RATES AND REQUIREMENTS
PART R -- RTA CONTRACTING REQUIREMENTS
RTA1 Federal Supplemental Conditions (Construction Contracts), rev 3/06
RTA2 Special Provisions Concerning Disadvantaged Business Enterprises
RTA3 RTA Certification Forms
1. Certification Form
2. DBE Participation Form
3. References
4. Disclosure of Interest ,Certification
5. Buy America Certificate
6. Certification of Restrictions on Lobbying
Rev. 8/03
Page 2 of 10
PART S -- STANDARD SPECIFICATIONS
021 SITE PREPARATION
021020 Site Clearing & Stripping S5
021040 Site Grading 86
022 EARTHWORK
022022 Trench. Safety for Excavations
022040 Street Excavation S10
022080 Embankment 813
022420 Silt Fence S97
023 FOUNDATIONS, BORINGS, PILES, & CAISSONS
023020 Jacking, Boring, Tunneling
025 ROADWAY
0252 STJSGRADES AND BASES
025215 Cement Stabilized Caliche Base S47
0254 ASPHALTS AND SURFACES
025404 Asphalts, Oils, & Emulsions S29
025414 Aggregate for Surface Treatments and Seal Coat 835
025416 Seal Coat S31
025424 Hot Mix Asphalt Concrete Pavement S34
0256 CONCRETE WORK
025608 Inlets S63
025610 Concrete Curb and Gutter S52
025612 Concrete Sidewalks & Driveways S53
025614 Concrete Curb Ramps
0258 TRAFFIC CONTROLS & DEVICES
025802 Temporary Traffic Controls During Construction
025803 Traffic Signal Adjustments
025807 Pavement Markings (Painted) 845
025809 Thermoplastic Striping
025813 Preformed Striping & Emblems
026 UTILITIES
0262 GENERAL
026201 Water Riser Assembly S79
026202 Hydrostatic Testing of Pressure Systems 889
026210 PVC Pipe -- AWWA C -900 & C905 S81
026214 Grouting Abandoned Utility Lines S3
0264 WATERLINES
026402 Installation of Waterlines S88
026404 Water Service Lines .S87
026409 Tapping Sleeves & Valves S84
026411 Gate Valves for Waterlines S85
026416 Fire Hydrants 886
Rev. 8/03
Page 3 of 10
027 SEWERS & DRAINAGE
0272 GENERAL
027203 Vacuum Testing of Sanitary. Sewer Manhole & Structures
0274 STORM SEWERS
027402 Reinforced Concrete Pipe Culverts 260
027404 Concrete Box Culverts S66
0276 GRAVITY SEWERS
027604 Disposal of Waste from Sanitary Sewers
027614 Cured in Place Pipe (CIPP) for Rehabilitation of Sewers
028 SITE IMPROVEMENTS & LANDSCAPING
028020 Erosion Control by Seeding S14
028200 Mail Box Relocation
030 CONCRETE, GROUT
032020 Reinforcing Steel S42 (Includes Diagram)
037040 Epoxy Compounds S44
038000 Concrete Structures S41
050 METALS
055420 Frames, Grates, Rings, & Covers S57
PART T - TECHNICAL SPECIFICATIONS
CIVIL
021080 -T Removing Old Structures (S -55)
022020 -T Excavation and Backfill for Utilities and Sewers (S -9)
022100 -T Select Material. (S -15)
022410-T Stormwater Pollution Prevention
025205 -T Removing and Replacing Pavements (S -54)
025210 -T Lime Stabilization (S -28)
025260 -T Crushed Limestone Base
025412 -T Prime Coat (Asphaltic Material Only) (S -30)
025805 -T .Abbreviated Pavement Markings (S -101)
025814 -T Prefabricated Pavement Markings ( TxDOT 668)
025816 -T Raised Pavement Markers and Traffic Buttons
025818 -T Pavement Markers (Reflectorized) (TxDOT D- 9- -4200)
025820 -T Traffic Buttons ( TxDOT D -9 -4300)
025828 -T Bituminous Adhesive for Pavement Markers ( TxDOT D -9 -6130)
026206 -T Ductile Iron Pipe and Fittings (S -81)
027202 -T Manholes (S -62)
027205 -T Glass -Fiber Reinforced Polyester (FRP) Manholes
027206 -T Glass - Fiber Reinforced Polyester (FRP) Rehabilitation Manholes
027602 -T Gravity Sanitary Sewers (S -61)
027610 -T Televised Inspection of Conduits (5 -125)
028300 -T Relocation OF Fences (S -12)
030020 -T Portland Cement Concrete (S -40)
093000-T Geogrid Reinforcement
093100 -T Composite Shell Cast -In -Place Tactile Warning Surface Unit
Rev. 8/03
Page 4 of 10
ELECTRICAL
000
300
441
445
449
600
607.
609
615
618
620
622
624
627
628
633
635
655
656
680
682
683
684
686
687
699
4300
4600
4610
4630
4635
4640
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
DMS
DMS
DMS
DMS
DMS
DAIS
ITEM
DMS
DMS
DMS
DMS
DMS
DMS
DMS
DMS
General Notes
Concrete
Steel Structures
Galvanizing
Anchor Bolts
Traffic Signal Standards and Specs
Traffic Signal Controller Unit
Programmable Signal Heads
Traffic Signal Cabinet and Assembly
Conduit
Electrical Conductors
Duct Cable
Ground Boxes
Treated Timber Poles
Electrical Services
Unintsrruptible Power Supply for Traffic
Internally Illuminated Street Name Sign
Controller Foundation
Foundations for Traffic Control Devices
Installation of Highway Traffic Signals
Vehicle and Pedestrian Signal Read
LED Pedestrian Signal Countdown Module
traffic Signal Cables
Traffic Signal Steel Pole Assemblies
Pedestal Pole Assemblies
Radar Presence Detection Device
Traffic Buttons
Hydraulic Cement
Fly Ash
Silica Fume
Metakolin
Chemical Admixtures for Concrete
8703 Accessible Pedestrian Signal Units
11030
11040
11060
11070
11080
11120
11130
11140
Conduit
Electrical Conductors
Duct Cable
Ground Boxes
Electrical Services
Vehicle Signal Beads
Pedestrian Signal Heads
Pedestal Pole Base
Rev. 8/03
Page 5 of 10
Signals
LIST OF DRAWINGS --
PEASE 1 -- FROM RODD FIELD FROM NILE DRIVE
1. TITLE SHEET
2. LEGEND & TESTING SCHEDULE
3. ESTIMATED QUANTITIES SUMMARY
4. SHEET LAYOUT
5. STORMWATER PLAN
6. WATER PLAN
7. WASTEWATER PLAN
8. GAS PLAN
9. CONTROL LAYOUT & BENCHMARK INFORMATION
10_ PROPOSED DEMOLITION PLAN
11. EXISTING TYPICAL SECTION - WILLIAMS DRIVE
12. PROPOSED TYPICAL SECTION - WILLIAMS DRIVE
13. ADVANCED WARNING PLAN .
14. ADVANCED WARNING PLAN - PHASING
15. TRAFFIC CONTROL TYPICAL LANE CLOSURES
16. TRAFFIC CONTROL WILLIAMS DRIVE
17. WILLIAMS DRIVE - STREET P &P STA. 0 +00 TO 4 +75 BASELINE "A"
18. WILLIAMS DRIVE - STREET P &P STA. 4+75 TO 9+25 BASELINE "A"
19. WILLIAMS DRIVE - STREET P &P STA. 9 +25 TO 13 +75 BASELINE "A"
20. WILLIAMS DRIVE - STREET P &P STA. 13 +75 TO 17+75 BASELINE "AY
21. WILLIAMS DRIVE - STREET P &P STA. 17 +75 TO END BASELINE "A"
22. PROPOSED CONCRETE JOINTING PI- AN.(ALTERNATE NO. 1)
23, WILLIAMS DRIVE - STORM P &P STA. 0 +00 TO 4 +75 BASELINE "A"
24. WILLIAMS DRIVE - STORM P &P STA. 4 +75 TO 9 +25 BASELINE "A"
25. WILLIAMS DRIVE - STORM P &P STA. 9 +25 TO 13 +75 BASELINE rrA"
26. WILLIAMS DRIVE - STORM P &P STA. 13 +75 TO 17 +75 BASELINE "A'r
27, WILLIAMS DRIVE - STORM P &P STA. .17 +75 TO END BASELINE "A"
28. CAST -IN -PLACE CONCRETE BOX CULVERT UNIONS (1 OF 3)
29. CAST -IN -PLACE CONCRETE BOX CULVERT UNIONS (2 OF 3)
30. CAST -IN -PLACE CONCRETE BOX CULVERT UNIONS (3 OF 3)
31. WILLIAMS DRIVE - STORM LATERALS
32. WILLIAMS DRIVE - PROPOSED STRIPING AND SIGNAGE (1 OF 2)
33. WILLIAMS DRIVE - PROPOSED STRIPING AND SIGNAGE (2 OF 2)
34. WILLIAMS DRIVE - WATER & WASTEWATER P &P (NEI)
35. WILLIAMS DRIVE - WATER & WASTEWATER P &P (NEI).
35. WILLIAMS DRIVE - WATER & WASTEWATER P &P STA. 0+00 TO 4 +75 BASELINE "A„
37. WILLIAMS DRIVE - WATER & WASTEWATER P &P STA. 4 +75 TO 9 +25 BASELINE "A"
38. WILLIAMS DRIVE -. WATER :& WASTEWATER P &P STA. 9 +25 TO 13+75 BASELINE 'rA ""
39. WILLIAMS DRIVE - WATER & WASTEWATER P &P STA_ 13 +75 TO 17 +75 BASELINE "A"
40. WILLIAMS DRIVE - WATER & WASTEWATER P &P STA. 17 +75 TO END BASELINE "A"
41. WILLIAMS DRIVE - WATER & WASTEWATER P &P (NEI)
42. WILLIAMS DRIVE -- WASTEWATER LATERALS
43. WILLIAMS DRIVE -- WATER LATERALS .
44. EXISTING CULVERT REHABILITATION (1 OF 3)
45. EXISTING CULVERT REHABILITATION (2 OF 3)
46. EXISTING CULVERT REHABILITATION (3 OF 3)
47. WILLIAMS TO NILE DRIVE ELECTRICAL PLAN
48. WILLIAMS - NILE INTERSECTION ELECTRICAL PLAN (1 OF 2)
49. WILLIAMS - NILE INTERSECTION ELECTRICAL PLAN (2 OF 2)
50. WILLIAMS - RODD FIELD INTERSECTION ELECTRICAL. PLAN
51. TRAFFIC DETAILS SHEET 1
52. TRAFFIC DETAILS SHEET 2
53. TRAFFIC DETAILS SHEET 3
Rev. 8/03
Page 6 of 10
54. WILLIAMS - NILE WIRING DIAGRAM
55. WILLIAMS - RODD FIELD WIRING DIAGRAM
56. ELECTRICAL SERVICE DETAIL
57. ELECTRICAL DETAILS. SERVICE SCHEMATICS AND SUPPORT TYPE TP
58. ELECTRICAL DETAILS SERVICE ENCLOSURE AND NOTES
59. SINGLE MAST ARM ASSEMBLY
60. SINGLE MAST ARM ASSEMBLY
61. MAST ARM CONNECTIONS
62. LONG MAST ARM ASSEMBLY 50 - 65 FT
63. LONG MAST ARM ASSEMBLY 50 - 65 FT
64. LONG MAST ARM ASSEMBLY 50 - 65 FT
65. LONG MAST ARM ASSEMBLY PARTS LIST
66. MAST ARM POLE DETAILS
67. LUMINAIRE SUPPORT STRUCUTRE ARM DETAILS
• 68. TRAFFIC SIGNAL POLE FOUNDATION
69. TRAFFIC SIGNAL CONTROLLER CABINET6BASE AND PAD
70. TRAFFIC CONTROL DETAILS & GENERAL NOTES (1 OF 4)
71. TRAFFIC CONTROL DETAILS & GENERAL NOTES (2 OF 4)
72. TRAFFIC CONTROL DETAILS & GENERAL NOTES (3 OF 4)
73. TRAFFIC CONTROL DETAILS & GENERAL NOTES (4 OF 4)
74. STREET, STORM & ADA DETAILS (1 OF 12)
75. STREET, STORM & ADA DETAILS (2 OF 12)
76. STREET, STORM & ADA DETAILS (3 OF 12)
.77. STREET, STORM & ADA DETAILS (4 OF 12)
78. STREET, STORM & ADA DETAILS (5 OF 12)
79. STREET, STORM & ADA DETAILS (6 OF 12)
80. STREET, STORM & ADA DETAILS (7 OF 12)
81. STREET, STORM '& ADA DETAILS ($ OF 12)
82. STREET, STORM & ADA DETAILS (9 OF 12)
83. STREET, STORM & ADA DETAILS (10 OF 12)
84. STREET, STORM & ADA DETAILS (11 OF 12)
85. STREET, STORM & ADA DETAILS (12 OF 12)
86. STANDARD SIGN & MOUNTING DETAILS
87. STANDARD PAVEMENT MARKING DETAILS (1 OF 3)
88. . STANDARD PAVEMENT MARKING DETAILS (2 OF 3)
89. STANDARD PAVEMENT MARKING DETAILS (3 OF 3)
90.. SINGLE BOX CULVERTS PRECAST
91. PRECAST SAFETY END TREATMENT - CROSS DRAINAGE
92. CURB, GUTTER & SIDEWALK DETAILS
93. DRIVEWAY DETAILS (1 OF 2)
94. DRIVEWAY DETAILS (2 OF 2)
95.- STANDARD STORM WATER DETAILS (1 OF 2)
96. STANDARD STORM WATER DETAILS (2 OF 2)
97. STANDARD WATER DETAILS (1 OF 5)
98. STANDARD WATER DETAILS (2 OF 5)
99. STANDARD WATER DETAILS (3 OF 5)
100. STANDARD WATER DETAILS.(4 OF 5)
101. STANDARD WATER DETAILS (5 OP 5)
102. SANITARY SEWER STANDARD DETAILS (1 OF 5)
103. SANITARY SEWER STANDARD DETAILS (2 OF 5)
104. SANITARY SEWER STANDARD DETAILS (3 OF 5)
105. SANITARY SEWER STANDARD DETAILS (4 OF 5)
106. SANITARY SEWER STANDARD DETAILS (5 OF 5)
107. EROSION & SEDIMENTATION CONTROL PLAN
108. STORMWATER BEST MANAGEMENT PRACTICES & SEQUENCE OF CONSTRUCTION
Rev. 8/03
Page 7 of 10
PRASE
1.
2.
3_
4_
5.
6.
7.
8.
9_
10.
ii.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
2 - FROM NILE DRIVE TO AIRLINE ROAD
TITLE SHEET
SUMMARY OF QUANTITIES, TESTING SCHEDULE & DRAWING LEGEND
SHEET INDEX PLAN
STORMWATER MAP LOCALIZED DRAINAGE IMPROVEMENTS
STORMWATER MAP LOCALIZED DRAINAGE IMPROVEMENTS
STORMWATER MAP MAJOR DRAINAGE IMPROVEMENTS
STORMWATER MAP MAJOR DRAINAGE IMPROVEMENTS
WATER SYSTEM BASE MAP
WASTEWATER BASE MAP
GAS SYSTEM BASE MAP
PROJECT LAYOUT AND BASELINE MAP
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
TYPICAL STREET SECTIONS
TYPICAL STREET SECTIONS
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
STREET PLAN AND PROFILE -
STREET PLAN AND PROFILE -
STREET PLAN AND PROFILE
STREET PLAN AND
STREET PLAN AND
STREET PLAN AND
STREET PLAN AND
STREET PLAN AND
STREET PLAN AND
STREET PLAN AND
STREET PLAN AND
STORMWATER PLAN
STORMWATER PLAN
STORMWATER PLAN
STORMWATER PLAN
STORMWATER PLAN
STORMWATER
STORMWATER
STORMWATER
STORMWATER
STORMWATER
STORMWATER
PLAN
PLAN
PLAN
PLAN
PLAN
PLAN
PROFILE
PROFILE
PROFILE
PROFILE
PROFILE
PROFILE
PROFILE
STA_
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
PROFILE - STA.
AND PROFILE -
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
AND PROFILE
STORMWATER LATERAL PROFILES
STORMWATER LATERAL PROFILES
UTILITIES PLAN AND PROFILE
UTILITIES PLAN AND PROFILE
UTILITIES PLAN AND PROFILE
UTILITIES PLAN AND PROFILE
UTILITIES PLAN AND PROFILE
UTILITIES PLAN AND PROFILE
UTILITIES PLAN AND PROFILE
0 +00 TO STA. 4+40
4 +40 TO STA. 9 +20
9+20 TO STA. 14 +00
14+00 TO STA. 18 +80
18 +80 TO STA. 23 +80
23 +80 TO STA. 28 +40
28 +40 TO STA. 33 +20
33 +20 TO STA. 38 +00
38 +00 TO STA. 42 +80
42 +80 TO STA. 47 +80
47 +60 TO END
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
0 +00 TO S
4 +40 TO S
9+20 TO S
14 +00 TO
18 +80 TO
23 +60
28+40
33 +20
38 +00
42 +80
STA..
TA. 4+40
TA. 9 +200
TA. 14 +00
STA. 18+80
STA. 23 +60
TO STA. 28 +40
TO STA. 33 +20.
TO STA 38 +00
TO STA.42 +80
TO STA. 47 +60
47 +60 TO END
- STA. 0+00 TO STA. 4 +40
- STA.4+40 TO STA.9 +20
- STA.9 +20 TO STA. 14 +00
- STA.14 +00 TO STA. 18 +80
- STA.18 +80 TO STA.23 +60
- STA. 23+60 TO STA. 28 +40
-- STA. 28 +40 TO STA. 33 +20
Rev. 8/03
Page 8 of 10
55. UTILITIES PLAN AND PROFILE - STA.33 +20 TO STA. 38 +00
56. UTILITIES PLAN AND PROFILE - STA.38 -t-00 TO STA. 42+80
57. UTXLITIES PLAN AND PROFILE -- STA.42#80 TO STA. 47460
58. UTILITIES PLAN AND PROFILE - STA.47 -1.60 TO END
59. CONCRETE PAVEMENT -JOINT LAYOUT
60. CONCRETE PAVEMENT -JOINT LAYOUT
61. CONCRETE PAVEMENT -JOINT LAYOUT
62. CAST IN PLACE CONCRETE BOX CULVERT UNIONS
63. CAST IN PLACE CONCRETE BOX CULVERT UNIONS
64.. MISCELLANEOUS DETAILS
65. MISCELLANEOUS DETAILS
66. MISCELLANEOUS DETAILS
67. MISCELLANEOUS DETAILS
68. SIGNAGE. PLAN
69_ SIGNAGE PLAN
70. SIGNAGE PLAN
71. SOLAR POWERED ROADSIDE - FLASHING BEACON ASSEMBLY
72. ELECTRICAL DETAILS - GROUND BOXES /BATTERY BOX
73. STRIPING PLAN
74. STRIPING PLAN
75. STRIPING PLAN
76. CITY OF CORPUS CHRISTI - STANDARD DRIVEWAY DETAILS
77. CITY OF CORPUS CHRISTI - STANDARD DRIVEWAY DETAILS
78. CITY OF CORPUS CHRISTI - CURB, GUTTER, AND SIDEWALK DETAILS
79. CITY OF CORPUS CHRISTI - CURB RAMP DETAILS
80. CITY OF CORPUS CHRISTI - CURB RAMP DETAILS
81. CITY OF CORPUS CHRISTI - CURB RAMP DETAILS
82. CITY OF CORPUS CHRISTI - STANDARD STORM WATER DETAILS
83. CITY OF CORPUS CHRISTI - STANDARD STORM WATER DETAILS
84. CITY OF CORPUS CHRISTI - STANDARD WATER DETAILS
85. CITY OF CORPUS CHRISTI - STANDARD WATER DETAILS
86. CITY OF CORPUS CHRISTI - STANDARD WATER DETAILS
87. CITY OF CORPUS CHRISTI - STANDARD WATER DETAILS
88. CITY OF CORPUS CHRISTI - STANDARD WATER DETAILS
89. CITY OF CORPUS CHRISTI SANITARY SEWER STANDARD DETAILS
90. CITY OF CORPUS CHRISTI - SANITARY SEWER STANDARD DETAILS
91. CITY OF CORPUS CHRISTI - SANITARY SEWER STANDARD DETAILS
92. CITY OF CORPUS CHRISTI - SANITARY SEWER STANDARD DETAILS
93. CITY OF CORPUS CHRISTI -- SANITARY SEWER STANDARD DETAILS
94. SINGLE BOX CULVERTS - PRECAST 7' -0" SPAN
95. SINGLE BOX CULVERTS - PRECAST 8' -0" SPAN
96. SINGLE BOX CULVERTS - PRECAST 10'0" SPAN
97. SINGLE BOX CULVERTS - PRECAST 11'0" SPAN
9B_ SINGLE BOX CULVERTS- PRECAST 12'0" SPAN
99. PERMANENT PAVEMENT MARKING DETAIL
100, CROSSWALK PAVEMENT MARKING DETAIL
101. STORM WATER POLLUTION PREVENTION PLAN
102. STORM WATER POLLUTION PREVENTION PLAN
103. AIRLINE & WILLIAMS INTERSECTION - ELECTRICAL DEMOLITION PLAN
104. AIRLINE & WILLIAMS INTERSECTION -- NEW • ELECTRICAL PLAN
105. TRAFFIC DETAILS SHEET 1
106. TRAFFIC DETAILS SHEET 2 •
107. AIRLINE & WILLIAMS WIRING DIAGRAM
108. ELECTRICAL DETAILS SERVICE ENCLOSURE AND NOTES
108A. ELECTRICAL DETAILS SERVICE ENCLOSURE AND NOTES
109. ELECTRICAL SERVICE DETAIL
Rev. B /03
Page 9 of 10
110. TX DOT PULL BOX DETAILS
111. TX DOT ILLUMINAIRE SUPPORT ARM DETAILS
112. TX DOT MAST ARM CONNECTIONS
113. TX DOT MAST ARM POLE DETAILS
114. TX DOT TRAFFIC SIGNAL SINGLE MAST ARM ASSEMBLY — SHEET 1
115. TX DOT TRAFFIC SIGNAL SINGLE MAST ARM ASSEMBLY — SHEET 2
116. TX DOT TRAFFIC SIGNAL CONROLLER CABINET BASE AND PAD
117. TRAFFIC SIGNAL POLE FOUNDATION
GEOTECHNICAL REPORT
s PHASE 1 REPORT
e PHASE 2 REPORT
e ADDENDUM REPORT -
CULVERT EVALUATION REPORT
NOTICE
AGREEMENT
PROPOSAL /DISCLOSURE STATEMENT
• PHASE 1 PROPOSAL
® PHASE 2 PROPOSAL
• SUMMARY OF BIDS
® DISCLOSURE STATEMENT
PERFORMANCE BOND
PAYMENT BOND
Rear. 8/03
Page 10 of 10
TICS TO BIDDERS.
NOTICF, TO BIDDERS
Sealed proposals, addressed to the City of Corpus Christi, Texas for:
WILLIAMS DRIVE, PHASE NOS. 1 AND 2
PHASE 1 - FROM RODD FIELD TO NILE DRIVE
PHASE 2 -- FROM NILE DRIVE TO AIRLINE ROAD
BOND 2008 (PROJECT NOS. 6466 AND 6467)
The BASE BID for the project generally consists of the following: WILLIAMS DRIVE - PHASE
1, RODD FIELD TO NILE DRIVE (BOND 2008) PROJECT NO. 6466 consisting of the rehabilitation
of Williams Drive from Rodd Field Road to Nile Drive including the removal of
approximately 2,000 linear feet of the existing two -lane road and replacement with a four -
lane HMAC road. WILLIAMS DRIVE - PHASE 2, NILE DRIVE TO AIRLINE ROAD (BOND 2008) PROJECT
NO. 6467 consisting of the rehabilitation of Williams Drive from Nile Drive to Airline
Road including the removal of approximately 5,200 linear feet of the existing two -lane
road and replacement with a four lane HMAC road. All existing storm sewer, wastewater,
gas, and water infrastructure on both phases will be improved, rehabilitated, or replaced;
in accordance with the plans, specifications and contract documents.
There are also two ADDITIVE ALTERNATE BIDS for the project. ADDITIVE ALTERNATE BID 1
consists of installing jointed concrete pavement in lieu of HMAC from Rodd Field Road to
Nile Drive (Phase 1), and from Nile Drive to Airline Road (Phase 2). ADDITIVE ALTERNATE
BID 2 consists of expediting the construction schedule of Williams Drive from Rodd Field
Road to Nile Drive (Phase 1), and from.Nile Drive to Airline Road (Phase 2).
The proposals will be received at the office of the City Secretary until 2 :00 P.M. on
Wednesday, April 18, 2012 , and then publicly opened and read. Any bid received after
closing time will be returned unopened.
A pre -bid meeting is scheduled. for Wednesday, April 4, 2012 at 10:00 A.M. in the
Engineering Services Department 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 One Hundred Dollars and no /100 Dollars ($100.00) 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/ Daniel Biles, P.E.
Interim Director of Engineering Services
/s/ Armando Chapa
City Secretary
Revised 7 /5/00
-1 -
IT TICE TO e
*
TRACT
RS A
NOTICE TO CONTRACTORS
INSURANCE REQUIRNMENTS
Revised March, 2009
A Certificate of Insurance indicating proof of coverage in the
following amounts is required:
TYPE OF INSURANCE
30-Day Notice of Cancellation required on
all certificates
Commercial General Liability including_
1. Commercial Form
2, Premises - Operations
3., Explosion and Collapse Hazard
4. Underground Hazard
S. Products/ Completed Operations
Hazard.
6_ Contractual Liability
7. Broad Form Property Damage
8. Independent Contractors
g_ Personal Injury
AUTOMOBILE LIABILITY- -OWNED NON-OWNED
OR RENTED
WORKERS' COMPENSATION
EMPLOYERS' LIABILITY
EXCESS LIABILITY
PROFESSIONAL POLLUTION LIABILITY /
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental
discharge; to include long -term'
environmental impact for the disposal of
contaminants
50ILDERS' RISK
INSTALLATION FLOATER
MINIMUM INSURANCE COVERAGE
Bodily Injury and Property Damage
PER OCCURRENCE / .AGGREGATE
$2,000,000 COMBINED SINGLE LIMIT
$1,000,000 COMBINED SINGLE LIMIT
WHICH COMPLIES WITH THE TEXAS WORKERS'
COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHIBIT
$500,000
$1,000,000 COMBINED SINGLE LIMIT
$2,000,000 COMBINED SINGLE LIMIT
❑ REQUIRED
NOT REQUIRED
See Section. B -6 -11 and Supplemental
Insurance Requirements
REQUIRED .
NOT REQUIRED
I4
See Section B -6 -11 and Supplemental
Insurance Requirements
REQUIRED
NOT REQUIRED
Page 1 of 2
❑The City of Corpus Christi must be named as au additional insured on all
coverages except worker's compensation liability coverage.
a'c'he name of the project must be listed under "description of operations" on
each certificate of insurance.
❑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 insurance 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
L
TICE TC C *NT CTORS
NOTICE TS CONTRACTORS B
von K ' SS COMPENSATION INSUR TCE
REQUIREMENTS
Page 1 of 11
TITLE 28
PART 2
C APTER 110
SUBCHAPTER
.
RULE §111 110
Texan Ate iiii tirafiv Code
INSURANCE
TEXAS DEPARTMENT OF INSURANCE, DIISION.OF
WORKERS' COMPENSATION
REQUIRED NOTICES OF COTERA.GE
EMPLOYER NOTICES
Reporting Iteginnirentents for Building or Con. teuchion
Projects for Goveleinnental Entitles
(a) The following words and terms, when used in this rule, 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) Ceai -tificate of coverage (certificate) - -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 -81, TWCC -82, TWCC -83, or TWCC -84), showing statutory workers'
compensation insurance coverage for the person's or entity's employees (including 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 Tekas 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, §40L011(44).
(5) Coverage agreement--A written agreement on form. TWCC -81, form TWCC -82, form
TWCC -83, or form TWCC -84, filed with the Texas Workers' Compensation Commission which
establishes a relationship between the parties for purposes of the. Texas Workers' Compensation
Act, pursuant to the Texas Labor Code, Chapter 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 on. the project has been completed and accepted by the governmental entity.
(7) Persons providing services on the project ( "subcontractor" in §406.096 of the Act) - -With the
exception of persons excluded under subsections (h) and (i) 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 of 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 carriers, owner - operators, employees of
any such entity, or employees of any entity furnishing persons to perform services 011 the project.
Page 2 of 11
"Services" includes but is not limited to providing, hauling, or delivering equipment or materials,
or providing labor, transportation, or other service related to a project. "Services" does not
include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
(8) Project -- Includes the provision of all services related to a building or construction contract
for a governmental entity.
(b) Providing or causing to be provided a certificate of coverage pursuant to this rule is a
representation by the insured that all employees of the insured who are providing services on the
project are covered by workers' compensation coverage, that the coverage is based on proper
reporting of classification codes and payroll amounts, and that all coverage agreements have
been filed with the appropriate insurance carrier or, in the case of a self-insured, with the
commission's Division of Self-Insurance Regulation. Providing false or misleading certificates 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 penalties, 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 paragraph (7) of this subsection,
require the contractor to perform as required in subsection (d) of this section;.
(3) obtain from 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 project; and
(B) no later than seven days after the expiration of the coverage for each other person.
providing services on 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 language contained in the following Figure 1 for bid specifications and contracts,
without any additional words or changes, except those required to accommodate the specific
document in which they are contained or to impose stricter standards of documentation: Attached
Graphic
Page 3 of 11
(d) 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 agreements;
(2) provide a certificate of coverage showing workers` compensation coverage to the
governmental entity prior to beginning work on the project;
(3) provide the governmental entity, prior to the end 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 the 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 on-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: Attached Graphic
(8) contractually require each person with whom it contracts to provide services on a project 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 the contractor prior to that person beginning work on
the project; .
(C) include in all contracts to provide services on the project the language in subsection (e)(3)
of this section;
Page 4 of 11
(D) provide the contractor, prior to the end. ofthe coverage period, 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;
(E) obtain from each other person with, whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(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 duration ofthe project;
(F) retain all required certificates of coverage on file for the duration of the project and 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
(H) contractually require each other person with whom 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 agreements;
(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 signing
this contract 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 for the duration of the project, that the coverage will be based on proper reporting of
classification codes and payroll amounts, and that all coverage agreements will be filed with the
appropriate insurance carrier or, in the case of a self-insured, with the conunission's Division of
Self-Insurance Regulation. 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 oldie
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
of the project;
(5) obtlin 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;
Page 5 of 11
(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 the coverage period, ifthe 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; and
(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 duration of the contract;
(F) retains all required certificates of coverage on. file for the duration of the project and for one
year thereafter;
(G) notify the governmental entity in. writing by certified mail or persona 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) contractually 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 circumstance 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.
Page 6 of 11
(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 Department of
Transportation and who provide accidental insurance coverage pursuant to Texas Civil Statutes,
Article 6675c, §4{1).
(r) 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 Bill 1089,
74th Legislature, 1995, § 1.20). 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 Note: 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
Page 7 of 11
T28 S 110.110(4)(7)
"REQUIRED WORKERS` COMPENSATION COVERAGE"
"The law requires that each person working on this site or providing services related to this
c1oYnstruction project must be covered by workers' compensation insurance. This includes personas
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 ver whether your employer has provided the required
coverage, or to report an employer's failure to provide coverage."
Page 8 of 11
T28S110.110(c)(1)
Article . Workers' Compensation Insurance Coverage.
A. Definitions:
Certificate of coverage ("certificate') - A copy of a certificate of insurance, a certificate of
authority to self - insure issued by the commission, or a coverage agreement (TWCG$1, TWCC
S2, TWCG$3, or TWCC -$4), showing statutory workers' compensation insurance coverage for
the person's or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time frorn the beginning of the work on the project until the
contractor's /person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ('subcontractor" in §406.096) - includes all persons
or entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
ofwhether that person has employees. This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of
any such entity, or employees of any entity which furnishes persons to provide services on the
project. "Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery ofportable toilets.
B. The contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements
of Texas Labor Code, Section 401.011(44) far all employees of the contractor providing services
on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior to
being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the governmental entity showing that coverage has been
extended.
E. The contractor shall obtain from each person providing services on a project, and provide to
the governmental entity:
(1) 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 the project; and
(2) no later than seven days afier 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
Page 9 of 11
F. The contractor shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within 10 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_
IL The contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons providing
services on the project that they are required to be covered, and stating how a person may verify
coverage and report lack of coverage.
L The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
(1) provide coverage, based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements, which meets the statutory requirements of Texas Labor Cade,
Section 401.011(44) for all of its employees providing services on the project, for the duration of
the project;
(2) provide to the contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employee s of the person providing
services on the project, for the duration of the project;
(3) 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 certificate of
coverage ends during the duration of the project;
(4) obtain front each other person with whore it contracts, and provide to the contractor_
(a) a certificate of coverage, prior to the other person beginning work on the project; and.
(b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage
period, 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 10
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
(7) contractually require each person with whom it contracts, to perform as required by
paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they
are providing services.
J. By signing this contract or providing or causing to be provided a cert f cate of coverage, the
contractor is representing to the governmental entity that all employees of the contractor who
will provide services on the project will be covered by workers' compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification
codes and payroll amounts, and that all coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self - insured with the commission's Division of Self-
Page 10 of 11
Insurance Regulation. Providing false or misleading information may subject the contractor to
administrative penalties, criminal penalties, civil penalties, or other civil actions.
K. The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
Page 11 of 11
f
WILLIAMS DRIVE, PHASE NOS. ]. AND 2
PHASE 1 —FROM RODD FIELD TO NILE DRIVE
PHASE 2 - FROM NILE DRIVE TO AIRLINE ROAD
BOND 2008 (PROJECT NOS. 6466 AND 6467)
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
7inviting bids for the project. Proposals will be received in the office of the City
Secretary, located on the first floor of City Hall, 1201 Leopard Street, until 2:00
PM on Wednesday, April 18, 2012. Proposals mailed should be addressed in the
following manner:
City Secretary's Office
City of Corpus Christi
1201 Leopard Street
Corpus Christi, Texas 78401
ATTN: BID PROPOSAL -
WILLIAMS DRIVE, PHASE NOS. 1 AND 2
PHASE 1 - FROM RODD FIELD TO NILE DRIVE
PHASE 2 - FROM NILE DRIVE TO AIRLINE ROAD
BOND 2008 (PROJECT NOS. 6466 AND 6467)
Any proposals not physically in possession of the City. Secretary's Office at the
time and date of bid opening will be deemed late and nonresponsive.. Late proposals
will be returned unopened to the proposer. The proposer is solely responsible for
the delivery to the City Secretary's Office. Delivery of any proposal, by the
proposer, their agent /representative, U.S. Mail, or other delivery service, to the
City address or office other than the City Secretary's Office will be deemed non-
responsive if not in possession of the City Secretary's Office prior to the date and
time of bid opening.
A pre -bid meeting will be held on Wednesday, April 4, 2012 beginning at 10 :00 a.m.
The pre -bid meeting will convene at Engineering Services Main Conference Room, 3rd
Floor, City Ball, 1201 Leopard Street, Corpus Christi, Texas , and will include a
review of the project scope. All requests for interpretation shall be made in
writing to the City or Engineer no later than 24 hours following pre -bid meeting.
Inquiries made after this period will not be addressed.
No additional or separate visitations will be conducted by the City. A Bid
tabulation will be available to Bidders once it has been compiled by the Consultant
and provided to the City Engineering Department.
A -2 Definitions and Abbreviations
Section B -1 of the General Provisions will govern.
A -3 Description of Project
The BASE BID for the project generally consists of.the following: WILLIAMS DRIVE -
PHASE 1, RODD FIELD TO NILE DRIVE (BOND 2008) PROJECT NO. 6466 consisting of the
rehabilitation of Williams Drive from. Rodd Field Road to Nile Drive including the
removal of approximately 2,000 linear feet of the existing two -lane road and
replacement with a four -lane HMAC road. WILLIAMS DRIVE -- PHASE 2, NILE DRIVE TO
AIRLINE ROAD (BOND 2008) PROJECT NO. 6467 consisting of the rehabilitation of
Williams Drive from Nile Drive to Airline Road including the removal of
Sectioa A - SP
(Revised 9/18/00).
Page 1 of 32
approximately 5,200 linear feet of the existing two -lane road and replacement with a
four lane HMAC road. All existing storm sewer, wastewater, gas, and water
infrastructure on both phases will be improved, rehabilitated, or replaced; in
accordance with the plans, specifications and contract documents. •
There are also two ADDITIVE ALTERNATE BIDS for the project. ADDITIVE ALTERNATE BID
1 consists of installing jointed concrete pavement in lieu. of HMAC from Rodd Field
Road to Nile Drive (Phase 1), and from Nile Drive to Airline Road (Phase 2).
ADDITIVE ALTERNATE BID 2 consists of expediting the construction schedule of
Williams Drive from Rodd Field Road to Nile Drive (Phase 1), and from Nile Drive to
Airline Road (Phase 2).
A -4 Method of Award
The bids will be evaluated based on the availability of funds and in the following .
priority order:
1. Total Base Bid (Phase 1 & Phase 2) or
2. Total Base Bid (Phase 1 & Phase 2) plus any combination of Additive Alternates
(Phase 1 & Phase 2).
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. The City also reserves the right to negotiate
additional quantities using unit prices provided in the Base Bid or Additive
Alternates.
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 Project Name as identified in the Proposal)
WILLIAMS DRIVE, PHASE NOS. .1. AND 2
PHASE 1 - FROM RODD FIELD TO NILE DRIVE
PHASE 2 - FROM NILE DRIVE TO AIRLINE ROAD
BOND 2008 (PROJECT NOS. 6466 AND 6467)
(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
A -6 Time of Completion /Liquidated Damages
The working time for completion of the Project (Phase 1 & 2) will be broken down as
follows:
Description
Project Limits
Calendar Days
Liquidated
Damages /Day
Base Bid
Rodd Field Road to Airline Road
900
$1,100
Alternate No. 1
Rodd Field Road to Airline Road
(Concrete Pavement)-
Sequencing /TCP as Shown in Base
Bid
Same as Base Bid shown
above:
Alternate Na. 2
Expedited Schedule- Rodd Field
Road to Airline Road
720
$2,000
The Contractor shall commence work within ten (10) calendar days after receipt of
written notice from the. Director of Engineering Services or designee ( "City
Engineer ") to proceed.
Section A - SP
(Revised 9/18/00)
Page 2 of 32
Any section of work not completed within the allotted contract time•as shown in- -the
breakdown above will be assessed-liquidated damages as stated below.
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, ONE THOUSAND AND ONE HUNDRED DOLLARS
($1,100.00) per calendar day, will be assessed against the Contractor as liquidated
damages. For any Alternates awarded, the liquidated damages shall apply as shown in
the table above. 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 the Contractor the amount of liquidated damages due the City.
For the purpose of determining Liquidated Damages or contract payment under
Alternate No. 2, the Contract Time will stop once Substantial Completion has been
achieved by the Contractor. For the purpose of this contract; Substantial
Completion is defined as the following:
1. All work items within the base bid, additive alternates, and approved
change orders under this contract are completed and are serving their
intended purpose. This includes the completion of the following:
a. All lanes of traffic, intersections, driveways,' sidewalks and
-ramps must be completed • and open to the public and private
ownerships including restorations of routes used for detour.
Substantial completion includes all final surface course
treatments for the roadway (2" HiC), all manhole and valve cover
adjustments, and all landscape related items.
b. All onsite and offsite storm water improvements including ehanne�
grading, restoration and erosion control.
c. All underground• utilities; appurtenances, and adjustments
including water, wastewater, electrical conduit, and traffic
signalization improvements (pedestrian signal heads & push
buttons).
d. All peEmanent. temporary traffic controls including all striping,
signage and signalization is installed and•all temporary traffic
controls are removed.
• 2. Punch List items that do not affect the overall intended purpose of the
project shall be excluded from the definition of substantial completion.
When Contractor considers the entire Work ready for its intended use Contractor
shall notify City in writing that the entire Work is substantially complete and
request that the City issue a certificate of Substantial Completion. Promptly after
Contractor's notification, City, Contractor and Engineer shall make an inspection of
the Work to determine the status of substantial completion. If City does not
consider the Work substantially complete, City will notify Contractor in writing
giving the reasons and a detailed list of items that must be completed. The City
shall not assess Liquidated Damages against the Contractor for any day after the
City issues the certificate of substantial completion.
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 an 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.
Furthermore, for each calendar day including and after the effective date of
Section A.- 5P
(Revised 9/l8/0O)
Page 3 of 32
termination or 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 accumulate 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 individuals
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 taxed 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 to 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 /DD)
Labor preference and wage rates for Highway Construction. Refer to Part C - Federal
Wage Rates and Requirements. In cane of conflict, Contractor ohall usc higher mago
ratc.
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
classifications of all 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 bi- 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 to the City Engineer bi- weekly. (See section for Minority /Minority
Business Enterprise Participation Policy for additional requirements concerning the
proper form and content of the payroll submittals.).
One and one -half (12) tithes 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 on Sundays or
holidays. (See Section B -1 -1, Definition of Terms, and Section B -7 -6, Working
Hours.)
Section A - SP
(Revised 9/18/00)
Page 4.of.32
A -11 Cooperation 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 TEXAS 811, the Lone Star Notification
Company at 1 -800- 669 -8344, and the Verizon DIG ALERT at 1- 800 -483 -6279.
For the Contractor's convenience, the following telephone numbers are listed.
City Engineer
Project Engineer
RVE Inc. (Phase 1)
D. Scott Jones,P.E.
Naismith Engineering Inc. (Phase
Arturo Acuna Jr.,P.E.
Traffic Engineer
Police Department
Water Division
Wastewater Department
Gas Department
Streets & Solid Waste Services
Storm Water Department
Parks & Recreation
AEP
AT&T/SEC
Signal /Fiber Optic Locate
Cablevision
ACSI (Fiber Optic)
Century Tel
KMC (Fiber Optic)
ChoiceCom (Fiber Optic)
CAPROCK (Fiber Optic)
Brooks Fiber Optic (MAN)
RTA
Corpus Christi ISD
US Postal Service
TxDOT Area Office
826 -3500
887 -8851
2)
814 -9900
826 -3540
882 -2600
826 -1881
826 -1800
885 -6900
826 -1940
826 -1875
826 -3461
299 -4833
881 -2511
826-1946
857 -5000
887 -9200
225/214 -1169
813-1124
881 -5767
512/935 -0958
972/753 -4355
289 -2712
886 -9005
886 -2216
808 -2384
(826 -1888
(826 -1818
(885 -6913
after hours)
after hours)
after hours)
(826 -1888 after hours)
(693 -9444 after hours)
(1- 800 - 824 -4424, after hours)
857 -1960
(857-5060 after hours)
(Pager 800-724-3624)
(225/229 -3202 after hours)
(Pager 888 -204 -1679)
(Pager 850 -2981)
(Mobile)
A -12 Maintenance of Services
The Contractor shall take all precautions in protecting existing utilities, both
above and below ground. The Drawings show as much information as can be reasonably
obtained from existing as -built drawings, base maps, utility records, etc. and from
as much field work as normally deemed necessary for the construction of this type of
project with regard to the location and nature of underground utilities, etc.
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 utilities back in service
to 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
Section A - SP
(Revised 9/18/00)
Page 5 of 32
satisfactory outlet, all with the approval of the City Engineer. Sewage or other
liquid must not be pumped, bailed or flumed over the streets or 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. To by -pass the flow, connections to
the existing facilities shall be made over the ground surface by means of flexible
and /or rigid pipes. The pipes used for bypassing this flow shall be strong enough
to resist traffic impact loads, and the size of the pipe shall be capable of
handling the incoming discharge but cause minimum impact to traffic flow and safety.
The construction of temporary gravity flow-lines, forcemains, pumping equipment,
plugs,. flow diversion structures, etc. required to maintain and control system flows
shall be the responsibility of the Contractor. 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.
Replacement of existing box culverts must be done in such that there is a closed
conduit for stormwater flow at the end of each day. . Contractor shall pay
attention to the weather forecast during this phase of onstruction and shall not
undertake any removal of storm infrastructure if there is any potential for rain.
In the event an unexpected rain event occurs, the Contractor shall have a plan in
place to seal the storm water system to prevent erosion of the subgrade beneath the
existing and proposed box culverts_
A -13 Area Access and Traffic Control
Sufficient traffic control measures must be 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.
3111 costo for traffic control are considered subsidiary; therefore, no direct
payment will be made to Contractor.
All costs f,or traffic control plans, i.e. preparation of plans, approval and permit
from City, and implementation fo the plan on each site for the .duration required
will be included in the unit price listed in the proposal form. If the site needs
any adjustments in the traffic control sign location, which may by required for
safety of traffic and pedestrians, not additional payment for the implementation and
enforcement shall be made to the Contractor.
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
Section A - SP
(Revised 9/18/00)
Page 6 of 32
Project site or adjoining streets.
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 of
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
detracts from its appearance or hampers the growth of grass.
All existing concrete and asphalt within the limits of the Project must be removed
unless otherwise noted.
ncccooary rcmovalo including but not limited to pipe, driveways, sidewalks,
thcEeforc, no direct paymcIt will.bc madc to Contractor.
A -16 Disposal /Salvage of Materials
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.
A -I8 Schedule and Sequence of Construction
The Contractor shall submit to the City Engineer a work plan based only
days. This plan must detail the schedule of work and must be submitted
Engineer at least three (3) working days prior to the pre- construction
The plan must indicate the schedule of the 'following work items,
conformation with the "Sequence of Construction" listed below:
1. Initial Schedule: Submit to the City Engineer three (3) days prior to the Pre -
Construction Meeting an initial Construction Progress Schedule for review.
2 Items to Include: 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.
3. Submittal gates; Indicate submittal dates required for all submittals.
on calendar
to the City
meeting.
and be in
4. Re- Submission: Revise and resubmit as. required by the City Engineer.
5. Monthly Update: Submit updated Construction Progress Schedule to show actual
progress of each stage by percentage against. initial Schedule.
Section A - SP
(Revised 9/18/00)
Page 7 of 32
PROJECT SEQUENCE OF CONSTRUCTION
1. Williams Drive Rehab Phase 1 and Phase 2 shall be constructed as one (1)
project.
2. Each project phase has its own sequence of construction, which the contractor
shall use for detailed instructions; however, the combined project shall be
constructed in seven (7) parts in the following sequence:
a PART '1 - 16" reclaim FM from Rodd Field Road to approximately 700'
west of Nile Drive (Phase 1 Plans). Construction will occur down the
middle of the existing roadway on the east side of Nile Drive and in
the east -bound lane on the west side of Nile Drive. During
construction on the east side of Nile Drive, 2 -way traffic shall be
maintained and split around the work zone. During construction on
the west side of Nile Drive, 2 -way traffic will be maintained using
flaggers and the existing west -bound lane on the north side of the
work zone. -
PART 2 - Phase 1 construction within the TXDOT right -of -way at the
Rodd Field Road /Williams Drive intersection and the 10" gas line
adjustment on the south side of the existing Williams Drive roadway
on the west side of Nile Drive (Phase 2 Plans). All proposed
improvements in the Rodd Field intersection must be installed,
inspected and approved per the plans and specifications and the
roadway must be brought back to finish conditions including final
paving and paint striping before the contractor can proceed to any
other work associated with Phase 1 and Phase 2.
c. PART 3 - Box culvert construction and utility adjustments on the
south side of the existing roadway on the east side of Nile Drive
(Phase 1 Plans). During construction, 2 -way traffic shall be
maintained using the existing roadway. Temporary access to the
streets, church. and commercial business on the south side of the
roadway, shall be maintained throughout construction for both the
public and emergency.-vehicles.
d. PART 4 - Box culvert construction and utility adjustments on the
south side of the existing roadway on the west side of Nile Drive
(Phase 2 Plans). During construction, 2 -way traffic shall be
maintained using the existing roadway. Temporary access to the
streets and commercial business on the south side of the roadway
shall be maintained throughout construction for both the public and
emergency vehicles.
•
e. PART 5 -. Street and utility construction on the east side of Nile
Drive (Phase 1 Plans). During construction, 2 -way traffic shall be
maintained. Temporary access to public streets and commercial
businesses shall be maintained throughout construction for both the
public and emergency vehicles. In particular, regular access to the
hospital an the north side of the roadway by emergency vehicles shall
not be impeded.
f. PART 6 - .Street and utility construction on the west side of Nile
Drive (Phase 2 Plans). During construction, 2 -way traffic shall be
maintained. Temporary access to public streets and commercial
businesses shall be maintained throughout construction for both the
public and emergency vehicles.
g. PART 7 - Installation of final 2" Type 'D' HMAC, striping and signage
from Rodd Field Road to Airline Road (Phases 1 & 2). During
construction, 2 -way traffic shall be maintained. Temporary access to
public streets and commercial businesses shall be maintained
throughout construction for both the public and emergency vehicles.
Section A - SP
(Revised 9/18/00)
Page S of 32
3. For a detailed sequence of construction for each Phase and recommended
temporary traffic control measures, refer to the sequence of construction and
temporary traffic control details contained in the Phase 1 and Phase 2 constructions
plans:
It is the meaning and intent of this Contract that the Contractor shall be allowed
to prosecute-his work at such times and seasons in such order or precedence and in
such manner as shall be most conducive to economy of construction, subject to the
following conditions:
A. The schedule of construction shall be structured to meet all requirements of
Section .A -6 "Time of Completion /Liquidated Damages ", as described in the
General Notes of the Construction Plans, and as noted above.
B. The schedule of construction shall not conflict with any provision of the
Contract Documents, and also that when the City is having other work done,
either by contract or by City forces, the City Engineer may direct the time and
manner of construction the work done under this Contract so that conflicts will
be avoided and the construction of various works being done for the City will
be harmonized.
C. Traffic control is essential to maintaining public safety and flow of traffic.
The Contractor shall be aware of other construction projects occurring in the
area and shall coordinate scheduling, traffic control, maintenance of services,
and street access with other Contractors.
D. Contractor shall coordinate and cooperate with the City for construction
scheduling and traffic control modifications for special events that will occur
during the period of the contract.
E. The Contractor shall provide temporary access to residential driveways whenever
safely possible. Access to any residential driveway must not be blocked for
more than five (5) calendar days (the City Engineer must be notified five
calendar days in advance of any driveway closure).
F. The Contractor, must provide solid waste pickup services whenever access by the
normal service is blocked by construction activities (the City Engineer must be
notified five calendar days in advance of any solid waste pickup service area
disruption) .
G. Any work which creates a noise level above the ambient sound levels shall not
commence before 7:30 A.M. or continue after 6:30 P.M. without prior approval
from the City Engineer.
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 nearest location 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 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 plan, specifications, and contract documents and connected to the existing
Section A - SP
(Revised 9/18/00)
Page 9 of 32
system, and accepted by the City for the entire project.
Certificate of Completion
The requirements to issue the Contractor a Certificate of Completion are the
following (Project Acceptance Procedures Check List):
(1) Final inspection (Contractor shall havered 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 Had 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.
A -19 Construction Staking
The drawings depict lines, slopes, grades, sections, measurements, bench marks,
baselines, etc. that are normally required to construct a project of this nature.
The major controls and bench marks required for setting up a project, if not shown
on the drawings, will be provided by the A/E Consultant.
The contractor shall furnish all lines, slopes and measurements necessary for
control of the work.
If, during construction, it is necessary to disturb or destroy a control point or
bench mark, the Contractor shall provide the City or Consultant Project Engineer 48
Section A - SP
(Revised 9/18/00)
Page 10 of 32
hours notice so that alternate control points can be established 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, it is necessary to deviate from proposed line and grade to
properly execute the work, the Contractor shall obtain approval of the City 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
independent Registered Professional Land Survey (R.P.L.S.) licensed in the state
of Texas retained and paid by the Contractor. The Third Party R.P.L.S. shall be
approved by the City prior to any work. Any discrepancies shall be noted by the
Third Party Surveyor and certify compliance to any regulatory permits.
Following is the minimum schedule of documentation required:
Streets and Drives:
• 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 and grinder station;
• All intersecting lines in manholes;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permitc).
Water:
• All top of valves box;
• valves vaults rim;
• Casing elevations (top of pipe and flow line) (TXDOT and RR permito).
Stormwater:
• All rim /invert elevations at manholes;
• All intersecting lines in manholes;
See Special Provisions A -45 "As -Built Dimensions and Drawings' for additional
requirements.
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.
The Contractor must provide all applicable certifications to the City Engineer.
A -27. Project Signs
The Contractor must furnish and install two (2) 4x8 MDO Plywood Project Signs (to be .
provided by the City) as indicated on Attachment No. 1 Drawing.' The signs must be
Section A - SP
(Revised. 9/18/00)
Page 11 of 32
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.
A-22 Minority /Minority Business Enterprise Participation Policy (Revised 10/98)
1. Policy
It is the policy of the City of Corpus Christi that maximum opportunity is
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 Affirmative Action
Policy Statement of the City dated October, 1989, and any amendments" thereto.
In accordance with such policy, the City has established goals, 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.O% of the assets or interest in the partnership property
must be owned by one or more minority person(s).
(c) For an enterprise doing business as a corporation, at least
51.0% 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).
3 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.
Section A - SP
(Revised 9/L8/00)
Page Z2 of 32
d. .Minority: See definition under Minority Business Enterprise.
e. 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.
f. Joint Venture: A joint venture means an association of two or more
persons, partnerships,- corporations,. or any combination thereof, founded
to carry on a single business activity which is limited in scope and
direction. 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.
3. 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 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.
4. Compliance
a. 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.
b. 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.
23 Inopcction marred {Pcviocd 7 /5/00) (NOT USED)
Inspection Division at the various intervals of work for which a permit is required
Section A - SP
(Revised 9/18/00)
Page 13 of 32
and all other City fees, including water/wastewater meter feed and tap fees as
required by City.
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
(100) 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 the 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 (1(A)
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 be 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 State's Secretary of the Treasury or must obtain
reinsurance for any liability in excess of $100,000 from a reinsurer that
is certified by the United States Secretary of the Treasury and that
meets all the above requirements. The insurer or reinsurer must be
listed in the Federal Register as holding certificates of authority on
the date the bond was issued."
A 25 Salca Tax Exemption NOT USED)
3, Tax Administration of Title 34, Public Finance of thc Texas Administrative Code,
or such other rules or regulations as may be promulgated by the Comptroller of
Public Accounts of Texas.
If the Contractor elects to operatc under .a separated contract, he shall:
2. Identify in the appropriate apace on thc "Statement of Materials and Other
into the Project.
3. Provide recalc certificates to aupplicrs.
value of materials.
Section A - SP
(Revised 9/18/00)
Page 14 of 32
Subcontractors arc eligible for salts tax exemptions if the subcontractor also •
complies with the above rcquircmcntc_ The Contractor must iocne a rccalc
certificate to his supplier.
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 prior
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 s -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.
(NOT USED)
amended to include:
Section A - SP
(Revised 9/18/00)
Page IS of 32
Contractor must provide buildcr'o rink ivaurancc coverage for the term of the
all costa nccczcary to procure such buil-dcr'o risk incurancc coverage,
including any deductible. The City must be named additional inoured on any
A -28 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
party 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 include the.
following:
1. The superintendent must have at least five (5) years of 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, structural steel erection,
masonry; safety, coordination of subcontractors, and familiarity with the
architectural 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.
2. The foreman must have at least five (5) years of recent experience in oversight
of projects of a similar size and complexity 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 of a foreman. (Foreman cannot act as a.superintendent without
prior approval of the City).
Documentation concerning these matters will be reviewed by the City Engineer. The
Contractor's field administration staff, and any subsequent substitutions or
replacements thereto, must be approved by the City Engineer in writing prior to such
superintendent or foreman assuming responsibilities on the Project.
Section A - SP
(Revised 9/18/00)
Page 16 of 32
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 replacements 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. A 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.
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.
In the event that a subcontractor previously listed and approved is sought to
be substituted for or replaced during the term of the Contract, 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 ;
7. 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;
Section A - SP
(Revised 9/18/00)
Page 17 of 32
8. Documentation required pursuant to the Special Provisions A -28 and A-29
concerning Considerations for Contract Award and Execution and the Contractor's
Field Administration Staff.
9. Documentation as required by Special Provision A -35 -K, if applicable.
1Q.. 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.
11. RTA Contracting Requirements - Part R. The contractor shall comply with
Regional Transportation Authority (RTA) contracting requirements for limited
site work related to the construction of RTA Bus Pad and Shelter Pad as found
in the Base Bid.
A -31 Amended Policy on Extra Work and Change Orders
Under "General Provisions and Requirements for Municipal Construction Contracts" B-
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 City 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 delivers 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.
A -33 Conditions of Work
Each bidder must familiarize himself fully with the conditions relating to the
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 -Sid Meeting referred to in Special Provision A -1.
A -34 Precedence of Contract Documents
In case of conflict in 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 givers 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 other 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
Section A - SP
(Revised 9/18/00)
Page 18 of 32
Provisions, in that order.
(NOT USED)
A. Visitor / Contractor oricntation
safety Orientation Program .conducted by thc City Water Department
Pcroonncl. A Visitor /Contractor Safcty Oricntation Program will be
offered by authorized City Water Department pernonncl Ear those person.,
who do not havc such a curd, and who desire to perform any work within
any City water facility. For additieaal information rcfcr to Attachment
equipment, °witch, breaker, control, or any other item relatcd to City
water facility at any timc. All ouch itomo munt bc operatcd by an
operator or other authorized maintenance employee ef the City Water
Dcpartmcnt.
C. Protcction of Water Quality
timco. The Contractor aha11 protcct thc quality of the water in thc job
cite and shall coordinatc ito work with the City water Dcpartmcnt to
protect the quality of thc water.
D. Conformity with APiSi /Nsr Standard 61
Amcri an National Standa s ietitutc/ National Sanitation Foundation
Such material° include all ee1vento, cleaner°, lubricant°, gaakcta,
bc. uocd unleon they cenferm with ANSI /NSF Standard 61 and unlcoo ouch
prior to •sac.
contact with potable water.
S. Handling and Diopooal of Trash
Section A - SP
(Revised 9/18/00)
Page 19 of 32
oraa.gc, blue, or white.
Each cmp1oycc unit rm moat providc company name
providc own oanitary faciiitieo.
by City Water Department otaff. All Contractor vchicicn .muot be clearly
labeled with company nazec. No private cmployec vchicico arc allowed at O.
K. Contractor Qualifioationo CC11DA (CUPERVICORY CONTROL AND DATA
ACQUICITION)
Any work to thc computer baocd monitoring
and
control
ayotcm muot bo
determined by meeting thc qualifications 1. thru 9 bclow. Trio work
•
debugging, calibrating, or placing .in operation all hardware and /or
ooftwarc apccificd or rcquircd by thcac opccifictiono.
muot be able to dcmonotratc thc following:
a.
water and waatcwatcr iiduotry.
for at loaot 5 y aro.
Ho employes a Regiotcrcd rrofcooional Enginccr, a Control Syotcros
Pinginccr, or an.ralcctrical Enginccr to aupervioc or perform thc
Work rcquircd by thio opccifi ations.
implcmenting thc opccific computcro, RTUC'o, and ooftwarc propooed
for thc Contract.
.7.
S.
He ll
furnish equipment which io thc product of ono
one manufacturer.
the new work for thin Project.
9. The Contractor ohall producc all filled out programming blocky
Cteyeas Water Treatment Plant will
Section A - SP
(Revised 9 /16 /QO)
Page 20 of 32
The Contractor will providc all p gramming block used.
L. Trenching Rcquircmcnt3
be allowed on the project.
A -36 Other Submittals
1. Shop Drawing Submittal: The Contractor shall follow the procedure outlined
below when processing Shop Drawing submittals:
a. Quantity: Contractor shall submit number required by the City to the
City Engineer or his designated representative.
b. Reproducibles: in addition to the required copies, 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, 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.
•
d. 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.
e. 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.
f. 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.
g.
h_ Space Requirements: Contractor
and Engineer review stamps on
I Resubmittals: Contractor must
by City Engineer and clearly.
submittal.
must provide adequate space for Contractor
all submittal forms.
revise and resubmit submittals as required
identify .all changes made since. previous
j. 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.
Section A - SP
(Revised 9/18/0o}
Page 21 of 32
2. Samples: The Contractor must submit samples of finishes from the full range of
manufacturers' standard colors, textures, and patterns for City Engineer's
selection.
3 Test and Repair Report
When specified in the Technical Specifications Section, Contractor must submit
three (3) copies of all shop test data, and repair report, and all 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:
A -37 Amended "Arrangement and Charge for Water Furnished by the City"
Under "General Provisions and Requirements for Municipal Construction Contracts ",
R -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 Workerts Compensation Coverage for Building or Construction Projects for
Government Entities
The requirements of "Notice to Contractors 'B'" are incorporated by reference in
this Special Provision.
NOT USED)
.,-
final acceptance of the improvements under General Provision B 8 9.
A -40 Amendment to Section H -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 worksite 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 worksite.
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 calendar 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
Section A - SP
(Revised 9/18/00)
Page 22 of 32
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, employees,
attorneys, and agents from any and all damages, injury or liability whatsoever
from an act or omission of the contractor, or any subcontractor, supplier,
materialman, or their officials, employees, agents, or consultants, or any work
done under the Contract or in connection therewith by the contractor, or any
subcontractor, supplier, materialman, or their officials, employees, agents, or
consultants.
The contractor shall hold the City, its officials, employees, attorneys, and
agents harmless and shall indemnify. the City, its officials, extiployees,
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 materialman.
A -44 Change 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 (7/5/00)
(a) The Contractor shall employ the services of a Texas Registered Public
Land Surveyor (RPLS) throughout the construction period to survey the as-
built horizontal and vertical locations of all valves, fittings,
hydrants, road /ditch crossings, etc. installed during the construction
period. At the completion of the construction but prior to final payment
the Contractor shall provide the Engineer with RPLS sealed drawings and
an electronic survey point file of the as -built construction. The
horizontal and vertical datum used for the survey shall be the same as
the Project datum. The horizontal and vertical locations of all below
grade construction must be surveyed and recorded prior to trench
backfill. Payment for this work shall be considered subsidiary to other
bid items.
(b) Contractor shall make appropriate daily measurements of facilities
constructed and keep accurate records of location (horizontal and
vertical) of all facilities.
(c) Upon completion of each facility, the Contractor shall furnish the City
with one set of project drawings and specifications, marked with red
pencil, showing all deviations from the original plans, including any
substitutions for the materials originally specified.. Any .deviations
from the original plans or substitutions for the materials specified
require prior approval from the Engineer.
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
Section A - SP
(Revised 9/18/00)
Page 23 of 32
disposal' of highly chlorinated water. Contractor shall not use the; City's sanitary
sewer system for disposal of contaminated water.
A -47 Pre - Construction Exploratory Excavations (7/5/00)
Prier to any construction whatever 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 conflicting pipeline.
For existing pipelines which parallel and are within ten feet (10') of proposed
pipelines of the project, Contractor shall .excavate and expose said exiting
pipelines 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
Q.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 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 considered subsidiary to the utility cost unless a
bid item is provided in the proposal. Any pavement repair associated with
.exploratory excavations shall be paid for according to the established until price
of pavement patching. 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 /CP &L and inform AEP /CP &L 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" (6/24/00)
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."
A -50 Amended Prosecution and Progress
Under "General Provisions and Requirements for Municipal Construction Contracts ", B-
7 Prosecution and Progress, add the following:
Section A - SP
(Revised .9/18/00)
Page 24 of 32
"Funds are appropriated by the City, on a yearly basis. If funds, for any
reason, are not appropriated in any given year, the City may direct suspension
or termination of the contract_ If the Contractor is terminated or suspended
and the City requests remobilization at a late date, the Contractor may request
payment for demobilization /remobilization costs. Such costs shall be addressed
through a change order to the contract.
A -51 Dewatering /well Pointing
This item is considered subsidiary to the appropriate bid items or shall be measured
by the linear feet of trench as described in Section A -4 where dewatering 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 berm(s) prior to
entering the storm water system. Sheet flow and pending 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, the Oso Bay. Testing of groundwater quality is to be performed
by the 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. 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
Contractor would include pumping to the nearest sanitary sewer system. If
discharging to temporary holding tanks and trucking to sanitary sewer 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.
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 Dept. 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, allow to sit over night, record water level again,
pump hole or trench dry to a holding tank or vacuum truck then .record how long it
takes to fill to original level and overnight level.
In any event, the Contractor shall be required to take whatever steps necessary to
provide a stable trench bottom for the installation of any structure or pipe.
A -52 Electronic Submittal of Bids
The following paragraph modifies Section B -2 -7 "Preparation of Proposal ", of the
Part B - General Provisions and Requirements for Municipal Construction Contracts.
The bidder has the option of submitting a computer -- generated print -out, in lieu of
the Proposal Form (Pages 1 through 16, inclusive). The print -out shall list all bid
items (including any additive or deductive alternates) contained on the Proposal
Form (Pages 3 through 13, inclusive). The print -out shall be substantially in the
form attached on the following page to these Special Conditions
Attachment No.2). If the bidder chooses to submit a print -out, the print -out shall
be accompanied by properly completed Proposal Form pages 1, 2, 14, 15, and 16.
In addition, the print -out proposal shall contain the following statement and
signature, after the last bid item:
Section A - SP
(Revised 9/18/00)
Page 25 of 32
"(Bidder) herewith certifies that the unit prices shown on this print -out for bid
items (including any additive or deductive alternates) contained on the Proposal
Form are the unit prices intended and that its bid Will be tabulated using these
unit prices and no other information from this print -out. (Bidder) 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 on this print -out by the respective estimated quantities
shown on the Proposal Form (Column II) and then totaling the extended amounts.
(Signature)
(Title).
(Date)
11
A -53 Video Documentation
As part of the project requirements; the Contractor shall perform televised
inspections of the entire length of any improvements to any wastewater and
stormwater lines for evaluation after newly installed lines or rehabilitation
work /construction contract is complete. All inspections shall be recorded in color,
adequately lighted, on Digital Video Disk (DVD). The specific findings and
observations made during the video recording shall be documented on the DVD by audio
narration tied to the continuous footage documentation portrayed on the screen.
Specific requirements for the on- screen labeling during each line segment inspection
set -up, video file labeling, and hard-copy Inspection Report format are addressed in
Technical Specification Section 027610 -T. Video documentation . shall be performed
following backfill of improvements and prior to start of all street construction.
The original and one copy of each inspection video shall be forwarded to the
Engineer for.his and the City Wastewater Department concurrent review for approval,
as each inspection video is completed. If the quality.. of the DVD's does not meet
with the Engineer's /City's. approval, the Contractor shall repeat the video
documenting process, at no increase in contract price, until the video is
acceptable. Approved DVD's will not be returned to the Contractor.
The Contractor shall also make and retain one direct copy of the original DVD
recording of. the results of the inspection. At the time of contract final
inspection, the Contractor is. to furnish the City Wastewater Department the post -
construction /rehabilitation DVD's in an organized manner, properly labeled, and in a
suitable three ring binder, the cost of which is to be included in the applicable
bid item in the proposal. The work and materials will be considered subsidiary to
other items in the proposal.
No separate payments will be made for the televising unless specifically listed in
the bid proposal.
A -54 Trench Safety
If the Contractor's proposed construction methods require the excavation of any
trenches, access pits, or other below ground operations, such work shall be in
compliance with all federal, state, and local requirements for trench excavation and
safety. All costs associated with meeting these requirements shall be .included in
the amount bid for the item 'Trench Safety" as shown in the proposal form.
A -55 Confined Space Entry Requirements
Contractor will be required to comply with all OSHA regulations and guidelines as
pertaining to identification and classification of confined spaces, and associated
requirements for entry into these areas including compliance with OSHA Regulation
(Standard 29 CFR) Permit Required Confined Spaces 1910.146.. All personnel entering
confined spaces shall be properly trained and certified. At any time, upon demand,
the Contractor shall supply the Engineer with this certification information of
Section A - SP
(Revised 9/1B/00)
Page 26 of 32
any /all personnel who are doing confined space entry work.
A -56 Pavement Restoration and Project Clean pp
It is the intent of the plans and specifications that any and all areas . within the
limits of ht proposed project that are affected in any way by construction
operations be restored to the same or better condition than that existing prior to
Construction. Where asphaltic pavements are excavated or damaged, the replacement
pavement shall as a minimum conform to the pavements restoration detail shown on the
plans (refer to "Trench Backfill and Pavement.Repair" details for all pavement
restoration).• If the excavated or damaged pavement .section exceeds these
requirements, they shall be replaced with the same types and thicknesses of
materials as the existing pavement. Where concrete pavements, sidewalks, curbs,
etc. are excavated or damaged, the replacement shall as a minimum conform with the
City standard details and standard specifications which are included as part of this
Contract. If the excavated or damaged concrete section exceeds these requirements,
they shall be replaced with the same thickness of concrete and amount of reinforcing
steel as the. existing structure(s).' Restoration of all improvements as described
above shall be made.within 5 working days of the completion of the work, and shall
be in accordance with applicable City Standard Specifications, as determined by the
Engineer. All lawns or other grassed areas, concrete or asphalt driveway,
landscaping, or other vegetation areas disturbed by construction operations for the
items mentioned above shall be restored to its original condition unless directed
otherwise by the Engineer.
The Contractor may be.required to perform "clean ups" of the entire project or
sections of the project during the course of construction, as directed by the
Engineer_ Upon completion of construction, the Contractor shall perform a final
clean up of the entire project, again as directed by the Engineer. All project
clean up shall be considered subsidiary to the various bid items. Asphalt and
Concrete restoration shall be included in the amount bid item as shown in the
proposal.
A-57 Re- routing of Traffic During Construction .
The Traffic Control Plan for the work is included in the drawings for typical
applications. Should. the Contractor desire to deviate from the plan, it is the
responsibility of the Contractor to provide a Traffic Control Plan (sealed by.a
registered Engineer in the State of 'Texas) to the City Traffic Engineer for
approval. The plans should be submitted for approval two weeks in advance prior to
its implementation. The Traffic Control Plan submittals should be on the Standard
22 "x34" plan sheets and should be readable, legible, clean, proportionate, and if
possible to scale; and shall meet the City of Corpus Christi's "Uniform Barricading
Standards and Practices" for City roads, and the requirements of the Texas
Department of Transportation ( TxDOT) for roads under the jurisdiction of TxDOT. Any
additional costs incurred due to preparation of a revised Traffic Control Plan shall
be the Contractors responsibility. No additional payments will. be made. The
Contractor shall secure the necessary permit from the City's Traffic Department.
Any costs associated with the implementation of the traffic control plan shall be
included in the bid item as shown in the proposal. Additional information regarding
approved traffic control devices and signing is available on TxDOT's website
( http:// www. txcot .gov /publictoins /traffic.htm).
A-58 Measurement and Payment of Subsidiary Items of Work
Unless specifically included in the Proposal, the measurement and payment
requirements indicated in the individual standard specifications for any work do not
apply, ant he cost of this item of work shall be included in the cost of the item or
work to which it is subsidiary.
A -59 Restoration of Private Property
The Contractor shall confine his work to the public ROW as shown on the plans;
however the possibility exists that repairs /construction activity may occur within
Section A - SP
(Revised 9 /16/00)
Page 27 of 32
private property. The Contractor shall restore any disturbed area to a condition
equal to, or better than, existed prior to his construction. Restoration may
included, but is not limited to
1. Re- Sodding existing lawns
2. Removing and replacing fences
3. Pruning damages trees or shrubs
In the event that -a property owner has some type of'structure (i.e. storage shed,
playground equipment, etc.) within the required work area, the Contractor shall
coordinate with the property owner and a City representative for the removal or
relocation of. these items.
A -60 Access to Private Property
As previously stated, it may be necessary for the Contractor to access Private
Property for some of the work. In most cases, the private property is single- family
residential lots that are developed. The Contractor shall coordinate all access
with the property owner and will work closely with the owner and a City
representative for all construction operations.
The Contractor shall be required to video record the conditions that exist on the
property with a City representative present, prior to performing any construction
operations.
If, in the course of work, it is necessary to temporarily remove any fences, the
Contractor shall provide temporary fencing sot that the property owner's property is
secure at all times.
A -61 Pipe Trench Bedding and Backfill
The Wastewater Standard Details indicate * (asterisks) for project specific
requirements. For this project the requirements are as follows:
1. Bottom of Trench
a. Bedding
b. Backfill
2. Bottom of Trench
a. Bedding
b. Backfi11
Above Groundwater Table
- Depth Over 10'.
- Depth tinder 10'
- Paved Areas
- Unpaved Areas
Below Groundwater Table
- All Depths
- Same As Above
Crushed Stone
Sand
Cement Stabilized Sand
Clean 'Excavated Material
Crushed Stone on
Stabilized Bottom
The type and depths of crushed stone bedding shall be as specified on the Standard
Detail Sheets.
A -62 Stormwater Pollution Prevention
Due to the type and location of this project, stormwater pollution prevention is
critical, and improper implementation can have a negative impact on the adjoining
streets and private property. Strict compliance to all stormwater pollution
preventions items shown on the plans shall be enforced. It shall be the Contractors
responsibility to prepare the Storm Water Pollution Prevention Plan using the best
management practices provided in the construction drawings; and this plan shall be
submitted to the City of Corpus Christi prior to the pre - construction meeting for
review and approval. The contractor will also be responsible for submitting this
plan and associated stormwater permit (see Attachment No.3) to TCEQ prior to
beginning on the project.
Section A - SP
(Revised 9/18/00)
Page 28 of 32
All costs associated with. meeting stormwater pollution prevention requirements shall •
be included in the amount bid for the items as listed in the proposal. In addition,
if during the course of the project, other minor stormwater pollution prevention
items are required to limit or control soil erosion or transport of soil, then the
Contractor shall implement these measures a no increase in the contract price or
duration.
A -63 Dust Control
The Contractor shall take reasonable measures to prevent unnecessary dust. Earth
surfaces subject to dusting shall be kept moist with water or by application of a
chemical dust suppressant. When necessary, dusty materials in piles or in transit
shall be covered to prevent blowing dust: Monthly-payment will be withheld if this
provision is not followed.
A -64 Noise Control and Working Hour Restrictions
The Contractor shall take reasonable measures. to avoid unnecessary noise. Such
measures shall be appropriate for the normal ambient sound levels in the area during
working hours. All construction machinery and vehicles shall be equipped with
practical sound - muffling devices, and operated in a manner to cause the lease amount
of noise consistent with efficient performances of the Work. Decibel levels are not
to exceed one hundred (100) decibels. Any-work which creates a noise level above
the ambient sound levels shall not commence before 7:00 A.M. or continue after 6:30
P.M. on weekdays, and shall not commence before 5:40 A.M. or continue after 5:00_
P.M. on Saturday without prior approval from the Engineer.
A -65 Other Accessibility Requirements
The Contractor shall provide assistance and is required to ensure that disruption of
community services to residents (i.e. US Postal.Service, RTA Care B, Meals on
Wheels, Emergency Services, etc.) does not occur during construction. Requisite
assistance and /or coordination during construction is considered subsidiary to the
work.
A -66 Maintenance and Control of Wastewater Flows
The Contractor shall be responsible for maintaining sewage flows at all times within
the existing sanitary sewer system and shall not restrict access to residences or
businesses. It shall be the Contractor's responsibility to coordinate with the City
Wastewater Division regarding any modifications to the existing system flow
patterns, such as rerouting flows, or-operation of any permanent or temporary lift
station(s). This shall be applicable even in case of cave -ins. Any such system
modifications will be subject to approval by the Engineer and the City Wastewater
Division and shall not interfere with the proper operation and function of the
wastewater collection system and shall not restrict access to residences or
businesses. The Contractor shall be responsible for coordinating the review of any
system modifications sufficiently in advance of proposed construction operations so
as to avoid any delays in same. Sewage or other liquid shall not be pumped, bailed
or flumed over the street on ground surface. No sewage or other liquids shall be
handled by. allowing flexible or rigid bypass pipeline through the stormwater lines.
To bypass the flow, the connections to the existing facilities shall be made over
the surface by means of flexible and /or rigid pipes. The pipe used for bypassing
this flow shall be strong enough to resist the traffic load, if any, and. the size of
the pipe shall be capable of handling the incoming discharge but small enough to not
create hindrance. to the traffic flow or create any blockage or accident.. The
construction of temporary gravity flow lines, force main lines, pumping equipment,
plugs, flow diversion structures, etc., required to maintain and control system
flows shall be the responsibility of the Contractor. The construction of temporary
Section A - SP
(Revised 9/18/00)
Page 29 of 32
ZZ
paymcnt.
The Contractor shall be responsible for providing access to the private properties
and streets and maintain a smooth traffic flow during the entire construction phase
of this project.
A -67 Regional Transportation Authority (RTA) Contract Documents
All RTA Contract Documents (as listed in PART R) shall be executed and submitted to
the City, prior to award of Contract. The'T2.TA Contract Documents shall apply only
to the. RTA - identified improvements on this project. The City of Corpus Christi
Standards shall take precedence, for the remainder of the project elements included
on this Contract.
A -68 Work within TxDOT Right-of -Way
All work performed within the TxDOT right -of -way, at the intersection of Williams
Drive and Rodd Field Road (SH 357), shall conform to the TxDOT standards and
specifications including, but not limited to, the specifications listed below. The
Measurement and Payment sections in the TxDOT Specifications shall be considered
null and void. Measurement and Payment for items constructed within the TxDOT
right -of -way shall be governed by the Bid Proposal and the City of Corpus Christi
Specifications within these Contract Documents.
TxDOT Standard
ITEM 104
ITEM 110
ITEM 132
ITEM 164
ITEM 166
ITEM 168
ITEM 300
ITEM 301
ITEM 320
ITEM 400
ITEM 402
ITEM 420
ITEM 421
ITEM 421
ITEM 427
ITEM 429
ITEM 430
ITEM 431
ITEM 432
ITEM 440
ITEM 441
ITEM 442
ITEM 445
ITEM 448
ITEM 450
ITEM 452
ITEM 453
ITEM 462
I'T'EM 466
ITEM 502
ITEM 520
ITEM 529
ITEM 530
ITEM 531
ITEM 585
Specifications
Removing Concrete
Excavation
Embankment
Seeding for Erosion Control
Fertilizer
Vegetative Watering
Asphalts, Oils, and Emulsions
Aggregates for Surface Treatment
Equipment for Asphalt Concrete Pavement
Excavations and Backfill for Structures
Trench Excavation Protection
Concrete Structures
Hydraulic Concrete Cement
Hydraulic Concrete Cement
Reinforced Concrete Slab
Concrete Structure Repair
Extending Concrete Structures
Pneumatically Placed Concrete
Riprap
Reinforcing Steel
Steel Structures
Metal for Structures
Galvanizing
Structural Field Welding
Railing
Removing Railing
Temporary Railing
Concrete Box Culverts and Storm Drains
Headwalls and Wingwalls
Barricades, Signs, and Traffic Handling
Weighing and Measurement Equipment
Concrete Curb, Gutter, and Combined Curb and Gutter
Intersection, Driveways, and Turnouts
Sidewalks
Ride Quality for Pavement Surfaces
Section A - SP
(Revised 9/18/00)
Page 30 of 32
ITEM 662
ITEM 666
ITEM 668
ITEM 672
ITEM 677
ITEM 678
Work Zone Pavement Markings
Reflectorized Pavement Markings
Prefabricated Pavement Markings
Raised Pavement Markers
Eliminating Existing Pavement Markings and Markers
Pavement Surface Preparation for Markings
Special Specifications
ITEM 3224 Dense- Graded Hot -Mix Asphalt (QC /QA)
Special Provisions
Special Provision to ITEM 164 -002
Special Provision to ITEM 166 -001
Special Provision to ITEM 300 -039
Special. Provision to ITEM 420 -002
Special Provision to ITEM 421 -035
Special Provision to ITEM 431 -001
Special Provision to ITEM 440 -006
Special Provision to ITEM 441 -007
Special Provision to ITEM 442 -016
Special Provision to ITEM 448 -002
Special Provision to ITEM 450 -001
Special Provision to ITEM 462 -014
Special Provision to ITEM 502 -033
Special Provision to ITEM 672 -034
Section A - SP
(Revised 9/18/00)
Page 31 of 32
SUBMITTAL TRANSMITTAL FORM
PROJECT: WILLIAMS DRIVE, PHASE NOS. 1 AND 2
PHASE 1 - FROM RODD FIELD TO NILE DRIVE
PHASE 2 - FROM NILE DRIVE TO AIRLNE ROAD
BOND 2008 (PROJECT NOS.6466 AND 6467)
OWNER: CITY OF CORPUS CHRISTI
ENGINEER /ARCHITECT: Naismith Engineering Inc. (Phase 2) or RVE, Inc. (Phase 1)
CONTRACTOR:
SUBMITTAL DATE: SUBMITTAL NUMBER:
APPLICABLE SPECIFICATION
OR DRAWING SUBMITTAL
5025404 Asphalts, Oils, and Emulsions
T025412 Prime Coat
5025414 Aggregate for Surface Treatments & Seal Coat
S025424 Hot Mix Asphalt Concrete Pavement
T026206 Ductile Iron Pipe and Fittings
5026210 PVC Pipe
5026411 Gate Valves for Waterlines
5026416 Fire Hydrants
T027205 Fiberglass Manholes
5027402, S027404 Reinforced Concrete Pipe & Box Culverts
T027602, 8027614 Gravity Sanitary Sewers & Cured -in -Place Pipe
T030020 Portland Cement Concrete
5032020 Reinforcing Steel
S037040 Epoxy Comwounds
S055420 Frames, Grates, Rings, & Covers
T025260 Crushed Limestone Base
T093000
T093100
Geogrid Reinforcement
Composite Shell Cast -in -Place Tactile Warning Surface Unit
Electrical Submittals
Section A - SP
(Revised 9/18/00)
Page 32 of 32