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HomeMy WebLinkAboutC2008-154 - 5/13/2008 - Approved F O R M S S P E C I A L P R O V I S H&G Contractors S P E C I F I C A T I O N S A N D p F C O N T R A C T S A N D F 0 R 2o0s-lsa M2008-121 05/13/08 B O N D S WOOLDRIDGE ROAD RECONSTRI~I~ ROAD PHASE 1--STAPLES STREET TO BOND 2004 .:; LNV ENGINEERING engineers & consullanis 803. Navigation Suite 300 Corpus Christi, Texas Phone: 361-$83-1984 Fax: 361-883-1986 FOR CITX OF CARPUS CHRISTI, TEXAS Phone: 361/826-3500 Fax: 361/826-3501 ~~ *s •,, ~i~.pNMUI~.: p. A.p ~ .1 Q~-!y 8. l~Y~~14 N.ww..w •..•..r.+.~~~' .4- ~ ~~ tr • 19 H1 :7.08 ~ ~~t~`I~~~o~,Ai.~~'~'~~ 3-7-v8 N '~ PROJECT NO: 6267 DRAWING NO: STR 770 ~...... 1 ~P•• '', i ~. ' ;S'* .IBENT. PERa:,~R. 93977 ~ .;~ .,'~~~~s~~G~~~ 3f 7/a8 ~~ NAB ~~\4`°~ r { S P E C I A L P R O V I S I O N S S P E C I F I C A T I O N S A N D F O R M S O F C O N T R A C T S A N D B O N D S F O R WOOLDRIDGE ROAD RECONSTRUCTION PHASE 1~-STAPLES STREET TO AIRLINE ROAD BOND 2004 .:c~ LNV ENGINE~RfNG ~::. ^ engineers & consultants ~ 801 Navigation Suite 300 Corpus Christi, Texas Phone: 361-883-1984 Fax: 361-883-1986 FO R CITY OF CORPUS CHRISTI, `TEXAS Phone: 361/826--3500 Fax: 361/826-3501 ~ •'' ~l ''yam ~i ~ ~~~ r: ~! ~ ~ ~, , •ia.N..IN.v..i.~..N...r ~~ ~. ~ ~.N. •...~.1../...M.~./• ~ ANTOI~IIQ 8~1EMZ ~N •...M..........M..MM.1.. ~....y....1R.NN......1.f..~1.. i~i,~-ar~Ai.~~ ~ ~~~~`_ ~ 3-7-og t~~ PROJECT NO: 6267 DRAWING NO: STR 770 .- .~...... .....f~• F~iBENT. PCF~i=Z:JR. ~~, N~~~~ ~ ~. (Revised 6/27/99) WOOLDRIDGE ROAD RECONSTRIICTION PHASE 1-STAPLES STREET TO AIRLINE ROAD BOND 2004 PROJECT 6267 Table of Gaatents NOTICE TO BIDDERS (Revised 10/21/98) NOTICE TO CONTRAGTORS -- A Insurance Requirements NOTICE TO CONTRACTORS - B Worker's Compensation Coverage For Building or Construction Projects For Government Entities PART A - SPECIAL PROVISIONS A-1 Time and Place of Receiving Proposals/Pre-Bid Meeting A-2 Definitions and Abbreviations A-3 Description of Project A-4 Method of Award/Explanation of Bid Items A-5 Items to be Submitted with-Proposal A-6 Time of Completion/Liquidated Damages A-7 Workers Compensation insurance Coverage A-8 Faxed Proposals A-9 Acknowledgment of Addenda A-10 Wage Rates A-ll Cooperation with Public Agencies 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 Project Layout and Control A-20 Testing and Certification A-21 Project Signs A--~2 Minority/Minority Business Enterprise Participation Policy (Revised 10/9$} A-23 Inspection Required A-24 Surety Bonds NOT USED (x/11/96) A-26 Supplemental Insurance Requirements A x~ ~ee~~ibiZi~~€er 8a~e 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 A-32 Amended "Execution of Contract" Requirements A-33 Conditions of Work A-34 Precedence of Contract Documents A-35 City Water Facilities Special Requirements A-36 Other Submittals Table of Contents Page 1 of 8 A 3-~-~te~~ed~A~r~ngemen~and Eha~g~:• -~€er~~ Wate~r• F't~r~~~•s~ie~~~ ~~e-C-a~~ NOT USED A-38 worker's Compensation Coverage for Building oz Construction Projects for Government Entities ~ 3-9 Ee~~i€ieate NOT Y7SSD A-40 Amendment to Section 8--8-6: Partial Estimates A-41 Ozone Advisory A-42 OSHA Rules & Regulations A-43 Amended Indemnification & Hold Harmless (9/98} A-44 Change Orders (4/26/99) A-45 As-Built Dimensions and Drawings A-46 Disposal of Highly Chlorinated Water (7/5/00) A-47 Pre-Construction Exploratory Excavations (7/5/00} A-48 Overhead Electrical wires A-49 Amended "Maintenance Guaranty" (8/24/00) A-50 Electronic Submittal of Bids A-51 Value Engineering A-52 Dust Control A-53 Dewatering and Disposal A-54 Amended "Prosecution and Progress" PART 8 - GENERAL PROVISIONS PART C - FEDERAL NAGS RATES AND REQUIREMENTS PART S - STANDARDS SPSCIFICATION3 Section 022020 Excavation and Backfill for Utilities and Sewers Section 022022 Trench Safety Section 022100 Select Material Section 025202 Hydrostatic Tasting of Pressure System (5-89) Section 026206 Ductile Iron Pipe and Fittings (5-81) Section 026210 Polyvinyl Chloride Pipe (5-83} Section 026402 water Pipe (5-88} Section 026404 Water Service Lines (5-87) Section 026409 Tapping Sleeves and Tapping Valves (5-84) Section 026411 Gate Valves for Water Lines Section 026416 Fire Hydrants Section 027203 Vacuum Testing of Manhole Section 027205 Fiberglass Manholes Section 027602 Gravity Sanitary Sewers (5-61) Section 027604 Disposal of Waste From Sanitary Sewer Cleaning Operation Section 027610 Televised Inspection of Conduits Section 027614 Cured in Place Pipe (CIPP) for Rehabilitation of Gravity Sewer Section 030020 Portland Cement Concrete Section 032020 Reinforcing Steel (5-42) Section 038000 Concrete Structures (5-41) Section 055420 Frames Gates Rings and Covers PART T - TECHNICAL SPECIFICATIONS 100 Preparing Right of Way 105 Removing Stabilized Base and Asphalt Pavement 110 Excavation 132 Embankment 150 Blading 162 Sodding for Erosion Control 164 Seeding for Erosion Control 166 Fertilizer 168 Vegetative watering 204 Sprinkling 210 Rolling Table of Contents Page 2 of 8 - 216 Proof Rolling 247 Flexible Base 300 Asphalts, Oils, and Emulsions 301 Asphalt Antistripping Agents 302 Aggregates for Surface Treatments 310 Prime Coat 319 Emulsified Asphalt Treatment 316 Surface Treatments 320 Equipment for Asphalt Concrete Pavement 341 Dense-Graded Hot Mix Asphalt {QC/QA} 354 Planing and Texturing Pavement 360 Concrete Pavement 400 Excavation and Backfill for Structures 416 Drilled Shaft Foundations 916-001 Drilled Shaft Foundations {Revision} 420 Concrete Structures 921 Hydraulic Cement Concrete 929 Precast Concrete Structures (Fabrication) 927 Surface Finishes for Concrete 932 Riprap 440 Reinforcing Steel 440-001 Reinforcing Steel {Revision) 491 Steel Structures 491-OD1 Steel Structures {Revision) 442 Metal for Structures 442--005 Metal for Structures (Revision} 445 Galvanizing 447 Structural Bolting 448 Structural Field Welding 949 Anchor Bolts 962 Concrete Box Culverts and Storm Drains 464 Reinforced Concrete Pipe 465 Manholes and Tnlets 496 Removing Structures 500 Mobilization 502 Barricades, Signs, and Traffic Handling 506 Temporary Erosion, Sedimentation, and Environmental Controls 508 Constructing Detours 512 Portable Concrete Traffic Barrier 520 Weighing and Measuring Equipment 528 Colored Textured Concrete and Landscape Pavers 529 Concrete Curb, Gutter, and Combined Curb and Gutter 530 Intersections, DrivEways and Turnouts 531 Sidewalks 585 Ride Quality for Pavement Surfaces 616 Performance Testing of Lighting Systems 618 Conduit 620 Electrical Conductors 62-2 buct Cable 624 Ground Boxes 636 Aluminum Signs _ 693 Sign Identification Decals 644 Small Roadside Sign Supports and Assemblies 652 Highway Sign Lighting Fixtures 656 Foundations for Traffic Control Devices 662 Work Zone Pavement Markings 666 Reflectorized Pavement Markings Table of Contents Page 3 of 8 672 Raised Pavement Markings 677 Eliminating Existing Pavement Markings and Markers 67$ Pavement Surface Preparation for Markings 680 Installation of Highway Traffic Signals 682 Vehicle and Pedestrian Signal Heads 684 Traffic Signal Cables 685 Roadside Flashing Beacon Assemblies 686 Traffic Signal Pole Assemblies {Steel) 687 Pedestal Pole Assemblies 688 Pedestrian Detectors and Vehicle Loop Detectors 835B04 Controller Cabinet Assembly {Bond 2004 Projects) 866 Adjustable Polycarbonate LED Traffic Signals 927 Specifications far Traffic Signals LED 987 Uninterruptible Power Supply 988 LED Countdown Pedestrian Signal 4003 Screw-In Type Anchor Foundations 5121 Geogrid Base Reinforcement 6007 Removing Traffic Signals 6011 Testing, Training, Documentation, Final Acceptance 6013 Electronic Components 6038 Portable Changeable Message Sign 6091 Internally Lighted Street Name Sign Assemblies 6266 Video Imaging Vehicle Detection System and warranty PART W - DRAWINGS 1 Cover Sheet 2 Sheet Index 3 Location Map 4 General Notes & Testing Schedule 5 General Notes 6 Typical Street Sections 1 of 2 7 Typical Street Sections 2 of 2 8 Alignment Data Baseline "A" 9 Control Layout 10 Legend 11 Estimated Quantities 12 Removal Summary 1 of 2 13 Removal Summary 2 of 2 19 Construction and Traffic Control Notes 1 of 4 15 Construction and Traffic Control Notes 2 of 4 16 Construction and Traffic Control Notes 3 of 4 17 Construction and Traffic Control Notes 4 of 4 18 Traffic Control Legend and Sign Pool 19 Proposed Construction Sequence Typical Sections 20 Advance Warning Signs at Project Limits 21 Construction Sequence Layout STA 101+14.77 TO STA 119+00 22 Construction Sequence Layout STA 119+00 TO STA 139+00 23 Construction Sequence Layout STA 139+00 TO STA i59+99.05 24 Traffic Control Plan Step 2 25 Traffic Control Plan Step 3 26 Traffic Control Plan Step 4 27 Traffic Control Plan Step 5 26 Traffic Control Plan Step 6 29 Traffic Control Plan Step 7 30 Traffic Control Plan Step 8 Table of Contents Page 9 of 8 31 Traffic Control Plan Step 9 32 Traffic Control Plan Step 10 33 Traffic Control Plan Step 11 34 Traffic Control Plan Step 12 35 Traffic Control Plan Step 13 36 Utility Plan and Profile STA 100+00 TO STA 110+00 37 Utility Plan and Profile STA 110+00 TO STA 120+00 38 Utility Plan and Profile STA 120+00 TO STA 130+OD 39 Utility Plan and Profile STA 130+00 TO STA 190+00 40 Utility Plan and Profile STA 140+00 TO STA 150+00 41 Utility Plan and Profile STA 150+00 TO STA 160+BO 42 Utility Intersection Detail Airline Rd. 43 Waterline Tie-In Details 1 of 5 44 Waterline Tie-In Details 2 of 5 45 Waterline Tie~In Details 3 of 5 46 Waterline Tie-In Details 9 of 5 47 Waterline Tie-In Details 5 of 5 48 Drainage Area Map 1 of 5 99 Drainage Area Map 2 0£ 5 50 Drainage Area Map 3 of 5 51 Drainage Area Map 4 of 5 52 Drainage Area Map 5 of 5 53 Storm Water Plan and Profile STA 101+19 to STA 110+00 59 Storm Water Plan and Profile STA 110+00 to STA 120+00 55 Storm Water Plan and Profile STA 120+00 to STA 130+00 56 Storm Water Plan and Profile STA I30+00 to STA 140+00 57 Storm Water Plan and Profile STA 140+00 to STA I50+00 58 Storm Water Plan and Profile STA 150+00 to STA 160+62 59 Storm Water Laterals 1 of 2 60 Storm Water Laterals 2 of 2 61 Street Plan and Profile STA 100+00 to 110+00 62 Street Plan and Profile STA 110+00 to 120+04 63 Street Plan and Profile STA 120+00 to 130+00 64 Street Plan and Profile STA 130+00 to 140+00 65 Street Plan and Profile STA 140+00 to 150+00 66 Street Plan and Profile STA 150+00 to 159+00 67 Street Plan and Profile STA 159+00 to 160+62.53 68 Intersection Details - Staples St. and Wooldridge Road 69 Intersection Details - Cimarron Blvd. and Wooldridge Road 70 Intersection Details - Airline Rd. & Wooldridge Road 71 Milling and HMAC Overlay Details 1 of 3 72 Milling and HMAC Overlay Details 2 of 3 73 Milling and HMAC Overlay Details 3 of 3 74 Sign Layout 1 of 3 75 Sign Layout 2 of 3 76 Sign Layout 3 of 3 77 Pavement Markings Layout 1 of 3 78 Pavement Markings Layout 2 of 3 79 Pavement Markings Layout 3 of 3 80 Stage 1 Storm Water Pollution Prevention Plan 1 of 3 BOA Stage 1 Storm Water Pollution Prevention Plan 2 of 3 80B Stage 1 Storm Water Pollution Prevention Plan 3 of 3 81 Stage 2 Storm Water Pollution Prevention Plan 1 of 3 81A Stage 2 Storm Water Pollution Prevention Plan 2 of 3 818 Stage 2 Storm Water Pollution Prevention Plan 3 of 3 Table of Contents Page 5 of 8 82 Construction Pollution Mitigation Sheets {CPMS) 1 of 2 82A Construction Pollution Mitigation Sheets (CPMS) 2 of 2 83 Existing Wastewater Basemap 1 of 2 84 Existing Wastewater Basemap 2 of 2 85 Existing water Basemap 1 of 2 86 Existing Water Basemap 2 of 2 87 Existing Storm Water Basemap 1 of 2 88 Existing Storm Water Basemap 2 of 2 89 Existing Gas Lines Basemap 1 of 2 90 Existing Gas Lines Basemap 2 of 2 91 Pavement Marking Details PM {1)-03 92 Pavement Marking Details PM (2}-OOA 93 Pavement Marking Details PM {3}-OOA 94 Pavement Marking Details PM {9)-OOA 95 Pavement Marking (Words} PM (5}-Ol 96 Pavement Marking (Arrows) PM (6}-Ol 97 Barricade and Construction Details BC(1}-03 98 Barricade and Construction Details BC(2}-03 99 Barricade and Construction Details BC(3)-03 100 Barricade and Construction Details BC{4)-03 101 Barricade and Construction Details BC{5)-03 102 Barricade and Construction Details BC{5)03 103 Barricade and Construction Details BG(7)-03 104 Barricade and Construction Details BC (8)-03 105 Barricade and Construction Details BC (9}-03 106 Barricade and Construction Details BC(10)-03 107 Barricade and Construction Details BC(11}-03 108 Barricade and Construction Details BC{12}-03 109 Traffic Control Plan Typical Details TCP (2-1}-98 110 Traffic Control Plan Typical Details TAP (2-2)-03 111 Traffic Control Plan Typical Details TCP (1-4)-98 112 Traffic Control Plan Typical Details TCP (2-5}-03 113 Traffic Control Plan Typical Details TCP (3-1}-98 114 Traffic Control Plan Typical Details TCP (3-3)-98 115 Traffic Control Plan Typical Details WZ (TD)-03 116 Work Zone Short Term Pavement Markings WZ (STMP)-03 117 Signing for Uneven Lanes WZ {UL)-03 118 Miscellaneous Details 1 of 3 119 Miscellaneous Details 2 of 3 120 Miscellaneous Details 3 of 3 121 Standard Water Details 1 of 5 122 Standard Water Details 2 of 5 123 Standard Water Details 3 of 5 124 Standard Water Details 4 of 5 125 Standard Water Details 5 of 5 126 Sanitary Sewer Standard Details 1 of 5 127 Sanitary Sewer Standard Details 2 of 5 12$ Sanitary Sewer Standard Details 3 of 5 129 Sanitary Sewer Standard Details 4 of 5 130 Sanitary Sewer Standard Details 5 of 5 131 Miscellaneous Water/Wastewater Details 132 Storm Water Standard Details 1 of 2 i33 Storm Water Standard Details 2 of 2 134 Curb Inlet Type C-P with Inlet Extension Type E-P 135 Curb inlet Extension Type E-P Table of Contents Page 6 of B 136 137 138 139 i40 141 142 143 144 145 146 197 198 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 1ss 169 170 171 172 173 174 175 176 177 L1 L2 L3 L4 Single Box Culverts SCC-MD Single Box Culverts SCP-MD Single Box Culverts SCP-4 Single Box Culverts SCC-3&9 Single Box Culverts SCP-5 Single Bax Culverts SCP--6 Single Box Culverts SCC-5&6 Single Box Culverts SCP-7 Single Box Culverts SCC-7 Single Box Culverts SCP-B Single Box Culverts SCC-8 Commercial Driveway Details Commercial Driveway Details Parking Lot-Tie in detail Pedestrian Facilities PED-05 1 of 4 Pedestrian Facilities PED-05 2 of 4 Pedestrian Facilities PED-05 3 of 4 Pedestrian Facilities PED-05 4 of 4 Typical Sign Requirements TSR (5)-03 Sign Mounting Details SMD (GEN)-02 Sign Mounting Details SMD (SLIP-2)-02 Sign Mounting Details SMD (TWT)-02 Pollution Control Measures EC (1}-93 Pollution Control Measures EC (2}-93 Pollution Control Measures EC (3}-93 Staples Street Traffic Signal Upgrade 1 of 2 Staples Street Traffic Signal Upgrade 2 of 2 Cimarron Blvd Traffic Signal Upgrade 1 of 2 Cimarron Blvd Traffic Signal Upgrade 2 of 2 Traffic Signal Pole Foundation TS FD-99 Traffic Signal Support Structures Single Mast Arm Assembly {100 MPH Wind {Zone} (5MA-100(1}-99} Pedestrian Push Button Post Miscellaneous Controller Details Electrical Details Conduit ED(1)-03 Electrical Details Conductors ED{2}-03 Electrical Details Ground Boxes ED(3}-03 Electrical Details Service Schematics & Support-Type TP Electrical Details Service Enclosure & Notes ED{5)--03 Electrical Details Typical Traffic Signal System Detail Electrical Details Service Support, Types GC and OC ED Signal Wiring Diagram Street Name Sign Details {Illuminated) iLSN School Flasher Assembly (55-1} Landscape Demolition Plan Taqueria Jalisco Property Irrigation Plan Taqueria Jalisco Property Proposed Landscape Plan Taqueria Jalisco Property Notes & Details Taqueria Jalisco Property APPENDIX A - GEOTECHNICAL INVESTIGATION B - STORM WATER POLLUTION PREVENTION PLAN NOTICE (Overhead} ED(4}-03 ED(7}-03 (9}-03 Table of Contents Sage 7 of B AGREEMENT PROPOSAL/DISCLOSURE STATEMENT PERFORI~+,NCE BOND PAYMENT BOND Table of Contents Page 8 of 8 NOTICE TO BIDDERS NOTICE TO BIDDERS Sealed proposals, addressed to the City of Corpus Christi, Texas for: WOOLDRIbGE ROAD RECONSTRUCTION PHASE 1- STAPLES STREET TO AIRLINE ROAD HOND 2004 This project consists of 49,879 square yards of roadway excavation 67,992 square ,yards of flexible base, 35,398 square yards of HMAC, 71,562 square yards of geo- grid, 11,850 linear feet of curb and gutter, 51,392 square feet of concrete sidewalk, $34 linear feet of 4'x9' concrete box culvert, 1,167 linear feet of 5'x4' concrete box culvert, 1,958 linear feet of 6'x9' concrete box culvert, 615 linear feet of 7'x9' concrete box culvert, 205 linear feet of 8'x4' concrete box culvert, 2,370 linear feet of 18"-98" RCP, curb inlets, 5,298 linear feet of 8"- 15" CIPP rehab wastewater line, proposed 5' diameter fiberglass manholes, 7,05$ linear feet of 8"-20" PVC waterline and fittings, fire hydrant assemblies, traffic signals and accessories, and ADA improvements; in accordance with the plans, specifications, and contract documents. Bids will be received at the office of the City Secretary until 2:00 p.m. on Wednesda ril 2 2006 and then publicly opened and read. Any bid received after closing time will be returned unopened. A nrp-hi cj mPet i ng i s firl~c~r3» 1 pd fear Weclraesciay; Maxah 26 . 2(~OS beginna,x~rx at lp' 4n a_. m._ There-bid meeting will convene at the Engineering Services Main Conference Room 3rd Flaor Cit Hall, 1201 Lea and street. The pre-bid meeting will be conducted by the City and will not include a site visit. 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 band 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 mandatary forfeiture to the City if bidding documents-are not returned to the City within two weeks of receipt of bids. Plans, proposal forms, specifications and contract documents may be procured from the City Engineer upon a deposit of Fifty and na/100 Dollars {$50.00) as a guarantee of their return in good condition within ^ two weeks of bid date. Documents can be obtained by mail upon receipt of an additional ($10.00) which is a non-refundable postage/handling charge. The bidder is hereby notified that the owner has ascertained the wage rates which prevail in the locality in which this work is to be done and that such wage scale is set out in the contract documents obtainable at the office of the City Engineer and the Contractor shall pay not less than the wage rates so shown for each craft or type of "laborer," "workman," or "mechanic" employed on this project. The City reserves the right to reject any or all bids, to waive irregularities and to accept the bid which, in the City's opinion, seems mast advantageous to the City and in the best interest of the public. CITY OF CORPUS CHRISTI, TEXAS /s/ Kevin Stowers Interim Director of Engineering Services /s/ Armando Chapa City Secretary NOTICE TO CONTRACTORS - A NOTICE TO CONTRACTORS - A INSURANCE REQUIREMENTS Revised May, 2006 A Certificate of Insurance indicating proof of coverage in the following amounts is required: TYPE OF INSURANCE MINIMUi~i INSURANCE COVERAGE 30-Day Notice of Cancellation required oa Bodily Injury and Property Damage all certificates PER OCCURRENCE / AGGREGATE Commercial General Liability including: $2,000,000 COMBINED SINGLE LIMIT 1. Commercial Form 2. Premises - Operations 3. Explosion and Collapse Hazard 4. Underground Hazard 5. Products/ Completed Operations Hazard 6. Contractual Liability 7. Broad Form .Property Damage 8. Independent Contractors 9. Personal Injury AUTOMOBILE LIABILITY--OWNED NON-OWNED $1,000,004 COMBINED SINGLE LIMIT OR RENTED WHICH COMPLIES WITH THE TEXAS WORKERS' WORKERS' COMPENSATION COMPENSATION ACT AND PARAGRAPH II OF THIS EXHIBIT EMPLOYERS' LIABILITY $100,000 EXCESS LIABILITY $1,000,000 COMBINED SINGLE LIMIT PROFESSIONAL POLLUTION LIABILITY/ $2,000,000 COMBINED SINGLE LIMIT ENVIRONMENTAL IMPAIRMENT COVERAGE Not limited to sudden & accidental ^ REQUIRED discharge; to include long-tern X NOT REQUIRED environmental impact for the disposal of contaminants BUILDERS' RISK See Section B-6-11 and Supplemental insurance Requirements f~ REQUIRED X NOT REQUIRED INSTALLATION FLOATER $100,000 Combined Single Limit See Section 8-6-11 and Supplemental Insurance Requirements ^ REQUIRED X NOT REQUIRED Page 1 of 2 O The City of Corpus Christi must be named as an additional insured on all coverages except worker's compensation liability coverage. O The name of the Project must be listed under "description of operations" on each certificate of insurance. O For each insurance coverage, the Contractor shall obtain an endorsement to the applicable insurance policy, signed by the insurer, providing the City with thirty (30} days prior written notice of cancellation of or material change on any coverage. The Contractor shall provide to the City the other endorsements to insurance policies or coverages which are specified in section 8-6--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 $26-3500. Page 2 of 2 NOTICE TO CONTRACTORS - B NOTICE TO CONTRACTORS -- B WORR~R'S CQ::PENSATION COVERAGE. FOR BIIILDING GrZ CCNSTRIICTION PROJECTS FOR C.^,VE:c?ZMENT ENTITIES '?'exas law requi.es that :ost contractors, subcc~cr~ctors, and otters providing work or services for a City building cr construction pro= ect ^tust be covered by wormer ' s compensation insures= ce , authorized self-i:surance, ar an approved worker's compensat:.cn coverage agrea^:e:'lt . Even if Texas law does not require a contractor, subcontractor or oth~rs performing project services iincluding deliveries to the job site) :o provide 1 of the 3 forms of worker's compensation coverage, the C~ ~y will require such coverage for all individuals providing work or set:-ices on this Project at any time. including during the mairte^ance guaranty period. :iator carriers which are required to regis_er with the Texas Depaxt-ent of Transportation under Texas Civil Stat~:tes Article 657Sc, and which provide accidental insurance coverace under Texas Civil Statutes Article 667Sc, Section 4(jy need not provide 1 of the 3 farms of worker's compensation coverage. The Contractor agrees t~ comply with all applicable pz•ovisions of Texas Administrative Code Title ~8, Section I10.1?0, a copy of whit:. s attached and deemed _:corporated into the project contract. Please *~ote that under section 110.110: ?. certain language :,;ust be included in the contractor's Contract with the City and the Contractor's contracts with subcontr•acto~rs and others providing services for the Project; ~. the Contractor is required to submit Yo the City certificates of coverage for its employees and for all subcontractors and others providing services on the project. The Contractor is required to obtain and submit updated certificates showing extension of coverage during the Project; and 3. the Contractor is required to post the required notice at the job site. Sy signing this Contract, the Contractor certifies that _t will timely Como±•: with these Notice to Contractors "3" requirements. Nasic~ .o coNrtwcrons - s SRevisea l/13/98) Page 1 of 7 8/7 /qg _.. i::tr .:U. L :'_ Titie 2 S. L~ SL~R..~~' C~ Psrt iI. T£_XAS ~"~'ORKERS' CO?~•iPE~[SATIOiti' CO~iVSISSIOti Clxapter 1].0. REQUIRED NOTICES OF COti~R~G£ Subchapter B. ElZPLO~'ER tiOTICES . Luc :.;~ c ~ 110.110 Reporting Requirements for Building or Construction Projecu for Governmenrai Entities (a) The following words and terms, whey used in this rule, shall have the following mrar+in~s, unless the context clearly inaicates atl'terwise. Te:ms sat de~.ed in this rule shall have the meaning de ned in the Texas Labor Code, ii sa defines. (1) Certineat~ of cove:zee (ce: tincate j-.~_ copy of a cer~.incate cr ;~ ranee, a ce:tiiicate of autaorit<• to self-insure issued by the carunission, or a worker s' ~ompe:LSxt±on coverage agreement (TWCC-S 1, TWCC-82, TWCG83, or T~VCC-s4), showing statutory workers' compensation insurance coverage far the person's ar entit•}~s employees (including those subject to a coverage agreement) providing services an a project, for the durarian of the project. (2}Building or constroc~~on--'rigs ti~•e rnes..*u*ta dehned in the Te:~s L<'-bor Cade, ~ 406.096(e){I). (3) Cantractar--A person bidding for or awarded a building or ~cansuuc^aon project by a .governments! entity. (4) Coverage-Workers' compensation i_n«iran~e meeting t_he statutory requirctttents of the Texas Labor Cade, § 401.01 I(44). (5) Coverage agreeatcnt--a written agre~^=ezt on £orm.TWCC-S 1, form TWCC-SZ, form TWCC-S3, or farm TWCC-84, filed vita the Texas Workers' Compensation Commission which establishes a rdationship between the patties for purposes of the Texas Work~crs' Compensation Act, pursuant to the Texas Labor Code, Chapter 406, Subchapters F sad G, as ape of emplayer~emplayee anti establishes who will be resgoasible for providing workers' compensation coverage for persons providing services oa the proje-ct. (S) Duration ai the project-Includes the time from the beginning ox worm an the proj~t untzl tl,.e work on the project has hewn completed a^d accepted by the gove~mental entity. (7) Persons Croviding se:-41ces on t`he praje~ ("subcontractor" u. g 406.096 of the Act)-firth the exception of persons excluded under suosectioas (h} and (i) of this section, includes all persons or entities pe~orming all or part of the services the contractor has undertakes to perform on the projec*~ regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. Tl-,is includes but is not limited to indepe.~dent contractors. subcontractors. leasing companies, motor carriers, owner-operators, employees of any such entity, ar employees of zny entity ft:rr.isiung persons to periotzn services on the project. "services" Includes but is not Ii.^tited :70TIC£ ?O CONTRI4C'rOAS Revised 2/13/98) g,7,9~+ http:ilwww.ses_state.tx-'.:s/tac/2SlTIIlI0~81II0.110.htm1 Aage z of 7 ~8 T: ~::: ~.:::, f age 2 cf 5 tv pre ::~:-:~, ..~.:finc, or del.: eying equipr.:ea: cr -c:e: leis, cr croviding Tabor, t.-~zspc::a::cn• or othA- 4 se:-::ee r eia:e_ :o a project. "Services" does not i::.:::ce atti•..t:~s ,,;;.,;elated to the proie~ .. s;:ch ;s fooa,•we:•er_~e vendors, office supply deliveries, a:.~ relivery of por-.zote toilets_ {8) Prcie~~--~:cfudes the provision of ail services related to a cLifcin~ or constrttcT.ion co:::ract for a govern ~e ::z~ entiry. {b) Pr ovidir:g or causing to be provided a certiiica:e or'caverage rursuant to this rule is a represertzuc:: oy the insured :hat all employees of u e insured wnv are pra~zaing services en the project .:e c;,vered by workers' compensation coverage, that the coverage is based on proper reporting or cfassuicatian caries and payroll amounts, and that ail coverage agreements have been fiiea with ta~:e aowropriate insurance carrier or, in the case of aself-insured, with the commission`s Division of Sell-Lzsur~.ce Regulation. Providing false or misfe: ding cerd.:cates ai coverage, or :ailing to provide or r..zintain required coverage, or failing to resort any c:.zn.ge that materially ai%e~.s the provision of coverage may ssoject the contractor or other person providing services on the project to adminisi.4:ive penalties, criminal penalties, civil penalties, or ether civil actions. (c) A gover:~ mental entity t;:zt enters into a buiIdi:.g or consuuc~on contract on a project sflali: { 1) include u: tae bid specincations, all the provisions of paraezaaiz (~ of this subsection, >»sing the language required by paragraph (7) of this subsection; (Z) as dart of itae contract, using fire language required by para~ph (7} of this subsection, require the contractor to perform as required in subsection (d) of this section; (3} obtain ~ c;n the contrac~ar a certificate of coverz¢e for each person providing services vn the project, prior to thax person beginning work an the project; (4) obtain ii-em the contractor a new certificate of coverage sfiowing extension of coverage: {A} before the end of the a:rr-ent coverage period, if u'te contracta~s cuzrent certificate cf coverage shows that rue coverage period ends during the duration of the project; and (B) rio fai~er t.''.en seven days aster the expiration of the coverage foreach other person proviaing servicrs an the project whose current certificate shaves 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 cer~,.incates afcoverage to the commission ugon request and to any person entitled :o them by law; and (7) Ilse [he la:.~~lage contained in the following ~gur~e 1 for bid speciticatians and contracts, :~zthout any addition words or changes, except tease required to accommodate the specific document in which then are contained or to impose stricter standzrds of doc~:.:tentation: 'I'28S I I0.1 i0(c){7) tbl NOTICE TO CONTRACT~CAS - 3 Revised 1/I3/991 http://www.sos.state.tx.us/tac'~S/U/110/S/110.1 IO.htrri PdQ° 3 °~ ' 8/7/c8 _~ T:~C 110.110 Page ~ of 6 ~) A contractor snail: i) provide coverage for its empicyers croviding services on a project, fc: ti:e duration of the project used on groper reposing of ciassi~.:.:.~oa codes and pa~Teil amounts a.^e -- :.g or any coverage :.greements; ,;3) provide a certificate ofcoverzge showing workers` compensation coverage to the governmental ~atiry prior to beginning work on tine projeo; - f;) provide the governmental emir,; p^or to the end of the coverage gericd, » new certificate of coverage showing extension of Cevcrage, if the coverage period shown on the coruracto~'s current certificate of coverage ends during t:^.e dtuation of the project; {~} obtain from each person providing services on a project, and provide to z;~e governmental entity: fA) a certificate of coverage, prior to that person begrrninz work on the project, so the governtental entity will have on 51e certificates of coverage showing coverage for all persons providing services on ~.e project; and ~'3) no later than seven days after receipt by the contractor, a new certificaete of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage cads 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 therea#i<er, {6) notify the governmental entity in writing by certified mail or personal delivery, within ten days aRer the contractor lmew or should have imowq of any change that araterialIy ariects the provision of coverage of any person providing services on the project; (~ Post a notice an each project sire iai'orming all persons providing servio.-s ou the project that they are required to be coverer and starin¢ how a person may verify current c :ve.~ge and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Ad or other commission rules. This notice must be printed with a title in at least 3 Q point bold type and text is at least 19 point normal typq and shall be is bath English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided 6y the commission on the sample notice, •~vithout any additional words or Changes: REQUIRED WORKERS' COMPENSATION COVERAGE - "The law requires that each person working an this site or providing services slated to this construction project must be Covered by workers' compettsation f rs: ~nc~. i:~ includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation ar other service related to the project, regardless of the ideality of their employer or status as as employee." "Call the Texas Workers' Compensation Comnnission at 5 t2.440-3T89 to r~eive infocination ors the Icgal requirement for coverage, to verify whether your employer has provide{i the required coverage, or to report an emgloye~s failure ra provide coverage." Np=ZC:.' :O GONT1tAC?OEtS - B ::ttp://www.sos.state.tx_usltacJ~8/II1130B/1 i0.1IO.html Revised Y/].~/96f 8~~$ Page ~ of T %S T~.G - :x.110 Ya~e 4 or 6 ::o~zde senzces o:: r ~:alert to: ($) C:..i..aCtti211y re~::Lre °•.•'•,C:1 per son wttil Z~'rCT : CaritraC~ ::. , (A) provide coverage Dosed on proper reporci..a of classincxtian cones and payroll ar.'.ounts and ding of an~~ coverage agre~:^e.^u for w.;: of is erpieye~s pravidL~:g se:~zces cn the praie~, :or the duration oc the prajea; (B} proti~ide a e~rtifieate ar coverage to the cant.~ctar prior to that person oeginni.^g'•~'oric on the project; {C) include in zll contracs to pro~zde services cr the project k e language in suose ~=cn (e)(3) of this section; (D) provide the cantracta-, prior to the end of u.e coverage period, a new certific~.e oi' coverage showin¢ e.Yteasion of coverage, u the coverage period shown an the current cetrtiuca:e of coverage ends during the duration oz the project; (E) obtain irom each other person with whom it contracts, and provide to the cor:.racor: ~} a certificate of coverage, prior to the other person begiruYing wont on the projer:; ~d ('u'} prior to the end of the coverage period, a new certificate of coverage showing e~~ersion of the coverage period, if the coverage period shown on the current ce.~tincate of coverage ends during the duration of the project; {F} retain all required cer'ancates of coverage on rile for the duration of the project and for one year th~esfter, (G) notify the governiaet:tal cntiry in writing by certified mail or personal delivery, ~ithitt ten days after the person irn;ew or should have !mown, oi` any change that maxerially ~~ tle pr°`nsian of coverage of any person pmvidiag services an tae project; Sad {H} contractually require esch other person with wham it contracts, to perform u required by subparagraphs (A}{~i} o£this paragraph, with the certificaze of coverage to be provided to the person for wham they are providing services. {ej A person providing services on a project, other than a contractor, shall: (1}provide coverage far its emmployees providinr~ services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounu and filing at nay coverage ag reeme.~ts; (2) provide a certificate or'coverage as require l,y its contract to provide services an the project, prior to beanning work on the project; (3} have the following language in its contract to provide services on the project: "13y signing this contract ar 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 wariers' rocnpensatien coverage NOTYCE TO CONTRACTORS - B Revised 1/23/981 $1719$ http://v<^~+.sas.state.tx_usltacl28/II/110BII10.110.htmi p,q! s ~f 7 rage ~ of o c.o L n~. a . v. l l l/ for ~:: d~~ration of ~:e project, tf•.at the cc•: erage w'sll be b..sea on proper reporting oz ctassuicauon codes and payroll a+:.ounts, and that alt co~•e:age agree•'ar-^:s `~ be fried with the aonropriate instuz:c~ carrmer ar, ::the case of a self-irstrea, with the corrsn:ssion's Division of Self•Insvrance Regs:ration. Providing faLsc or misleading i:~arraatian may subject the contractor to administrative penzides, criminal pcralties, civil penalties, or other civil ac:ioas." (4) provide the person for whom it is proviaing services an the project, prior to the end of the coverage period shown on its current certificate of coverage, a new certificate snowing extension of coverage, u the cover age period shown on the certificate of coverage ends during the duration of the project; (S}obtain morn each person providing services on a project under contract to it, and provide as required by its contract: (A) a certificau of coverage, prior to the other person beginning work an the project; and (B) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the projecT.; (6} retain all required certincates of coverage on file far 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 afi'ects the provision of coverage of atry person pravidutg services on the project sail send the notice within ten days after the person !mew or should have known of the change; and (8) contractually retire each other person with whom it contracts to: (A} provide coverage based oa proper reporting of classification codes and payroll amounts and filing of any coverage agrcetneats for all of its c.~ployees providing services oa the project, far the duration ofthe project; (H} provide a certificate of coverage to it prior to that other person beginning work on the project; (C} include im all contrails to provide services an the project the Ianguagt 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, if the coverage period shown an the current certificate of wverage ends during the duration cr""the project; (E) ootaia from each other person under~aatract 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 be~ri1~g wank on the project; and (ir•) 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 xarzcs ro co~rx~-croRS - s 8!7/98 http:/lwww.sos.state_t:c.us/tacl~.8/III110/$1110.114.htm1 Revised 1/1/981 p~Q~ 6 of T ~~ LAI. 11U.11U duration ei tae contract: Page 6 of 6 (~ retain ail required cwt r..rs ar coverage on file far the duration o u.e project and for one year thereane~ (G) notify the stovernme.^tai erary in writing by cerdne3 mail or persor~i delivery, wit#~in ten days after the person lrnew or should have known, of any change that mate.^aily affects the provision of coverage of any person providing services on the Project; and (H} contractually require erclr person with whom it contracts, to perfer:n as required by this subparaerapn and subparagraphs {A}~G} of this garasarapl~ with the certificate of coverage to be provided to the person for whom they are providing services. (f} If nay provision of this rule or its application to any person or cira:.~nstance is held invalid, the invalidity does not affect other provisions or applications of this rule that can be given effi'ect 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 adve.^.ised far bid by a governmental entity on or after September I, 1994. This rule is also applicable for those building or construction contracts entered into on or after September 1, 1994, which are not required by law to be advertised for bid. (h) The coverage require.•nent in this rule does not apply to motor carriers who are required pursuant to Texas Civd Statutes, Article 6675c, to register with the Texas Deparcmeat of Transportation and who provide accidental insurance coverage pursuant to Teacas Civil Statutes, Article 6675c, § 4(')j . C) The coverage requirement in this rule does not apply to sale proprietors, partners, and corporate officers who meet the requiremeau of the Act, § 406.097(c), and who are explicitly excluded from coverage in accordance with the Act, §406-097(a) (as added by Haase St~l 1089, 74th Legislature, 1995, § I.20). This subsectior! applies only to sole proprietors, partners, and corporate executive officers who are excluded from coverage is art in-~*~nce policy or certificate of authority to self-insure that is delivered, issued for delivery, or renewed on or after January I, 1996. Source» The provisions of this § I I0.1I O adopted to be effective September 1, 1994, 19 TexReg 5715; amended to be effective November 6, 3995, 20 TexReg 8609. Return to Section Index rrarica ~a corrzRacro~es - e Revised 1/I3/961 gf7~98 http://www.5os.state.tx.usitarJ2311VI 1oB1310. t l0.html Page 7 of 7 PART A - SPECIAL PROVISIONS WOOLDRIDGE ROAD RECONSTRUCTION PHASE 1 - STAPLES STREET TO AIRLINE RDAD BOND 20Q4 PROJECT NO. 6267 SECTION A - SPECIAL PROVISIONS A-1 Time and Place of Receiving Proposals/Pre-Bid Meeting Sealed proposals will be received in conformity with the official advertisement inviting bids for the project. Proposals will be received in the office of the City Secretary, located on the first floor of City Hall, 1201 Leopard Street, until 2:00 p.m., Wednesday, A ril 2, 2008. Proposals mailed should be addressed in the following manner: City of Corpus Christi City Secretary's Office 1201 Leopard Street Corpus Christi, Texas 78401 ATTN: BID PROPOSAL - WOOLDRIDGE ROAD RECONSTRUCTION PHASE 1 STAPLES STREET TO AIRLINE ROAD Boren 2004 PROJECT NO. 6267 A pre-bid meeting will be held on Wednesday, March 26, 20_08 beginning at 10:00 a.m. The meeting will convene at the Engineering Services Main Conference Room, Third Floor, City Ha11, 1201 Leopard Street, Corpus Christi, TX. and will include a discussion of the project elements. The pre-bid meeting will be conducted by the City and will not include a site visit. No additional or separate visitations will be conducted by the Cif. A-2 Definitions and Abbreviations Section B-1 of the General Provisions will govern. A-3 Description of Prp~ect WOOLDRIDGf~ ROAD RECONSTRUCTION PHASE 1 STAPLES STREET TO AIRLINE ROAD BOND 2004, this project consists of 49,874 square yards of roadway excavation 67,992 square yards of flexible base, 35.398 square yards of HMAC, 71,562 square yards of geo-grid, 11,850 linear feet of curb and gutter, 51,392 square feet of concrete sidewalk, 834 linear feet of 4'x4' concrete box culvert, 1,167 linear feet of 5'x4' concrete box culvert, 1,958 linear feet of 6`x4` concrete box culvert, 615 linear feet of 7'x4' concrete box culvert, 205 linear feet of 8'x4` concrete box culvert, 2,370 linear feet of 18"-48" RCP, curb inlets, 5,248 linear feet of 8°-15" CrPP rehab wastewater line, rehab existing manholes, proposed 5' diameter manholes, 7,058 linear feet of 8"-20" PVC waterline and fittings, fire hydrant assemblies, traffic signals and accessories, and ADA improvements; in accordance with the plans, specifications, and contract documents. A-4 Method of Award The bids will be evaluated based on the following order of priority, subject to availability of funds: 1. Total Base Bid, or 2. Total Base Bid plus Additive Alternative No. 1 Section A - SP (Revised 12/15/04) Page 1 of 25 It is the intent of the City to award the lowest combination o_f_ Total Base Bid or Total Base Bid with Additive Alternative No. 1 within the available project funding. The City reserves the right to reject any or all bids, to waive irregularities and to accept the bid which, in the City's opinion, is most advantageous to the City and in the best interest of the public. A-5 Items to be Submitted with Proposal The following items are required to be submitted with the proposal: 1. 5$ Bid Bond (Must reference WOOLDRIDGE ROAD R&CONSTRUGTION PHASE 1- STAPLES STREET TO AIRLINE ROAD BOND 2004 PROJECT NO. 6267 as identified in the Proposal) (A Cashier's Gheck, 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 Gompletion/Liquidated Damages The working time for completion of the Project will be 600 calendar days. 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. No additional calendar days will be awarded for Additive Alternative No. 1. 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 DOLLARS $1,000.00 per calendar day will be assessed against the Contractor as liquidated damages. Said liquidated damages are not imposed as a penalty but as an estimate of the damages that the City will sustain from delay in completion of the work, which damages by their nature are not capable of precise proof. The Director of Engineering Services (City Engineer} may withhold and deduct from monies otherwise due the Contractor the amount of liquidated damages due the City. A-7 Workers Compensation Insurance Coverage If the Contractor's workers' compensation insurance coverage for its employees working on the Project is terminated or canceled for any reason, and replacement workers' compensation insurance coverage meeting the requirements of this Contract is not in effect on the effective date of cancellation of the workers' compensation insurance coverage to be replaced, then any Contractor employee not covered by the required workers' compensation insurance coverage must not perform any work on the Project. Furthermore, for each calendar day including and after the effective date of 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 Section A - SP (Revised 12/15/04) gage 2 0£ 25 Contractor and will be assessed and paid even if the permitted time to complete the Project has not expired. Tn 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 faxed directly to the City will be considered non-responsive. Proposals must contain original signatures and guaranty and be submitted in accordance with Section B-2 of the General Provisions. A-9 Acknowledgment of Addenda The Contractor shall acknowledge receipt of all addenda received in the appropriate space provided in the proposal. Failure to do so will be interpreted as non-receipt. Since addenda can have significant impact on the proposal, failure 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 7/5/00) Labor preference and wage rates for heavy & highway construction. In case of conflict, Contractor shall use higher wage rate. M4nim~an prevailing Wage Scales The GO~n7S Christi City Council has determined the general prevailing -n9nirm ~ 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, worlanen, and mechanics e~loyed 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 perfornned. The Contractor and each subcontractor must keep an accurate record showing the names and classifications of all laborers, workmen, and mechanics e~loyed by them in connection with the Project and showing the actual wages paid to each worker. The Contractor will make bi-weekly certified payroll sulxnittals to the City Engineer. The Contractor will also obtain copies of such certified payrolls fran all subcontractors and others working on the Project. These doctanents will also be submitted to the City Engineer bi-weekly. {See section for Minority/Minority Business ~terprise Participation Policy for additional requirements concerning the proper form and content of the payroll suYxtu.ttals.} One and one-half {1'-~) times the specified hourly wage must be paid for all hours worked in excess of 40 hours in any one week and for all hours worked on Sundays or holidays. (See Section B-1-1, Definition of Terms, and Section B-7-6, Working Hours.) A-1.7. Cog~rati.ai with Pube7.ie _Ac~erycies (Revised 7/5/00) The Contractor shall cooperate with all public and private agencies with facilities operating within the limits of the Project. The Contractor shall provide a forty-eight (48) hour notice to any applicable agency when work is anticipated to proceed in the vicinity of any facility by using the Dig Tess at 1--800-344-8377, the Lone Star Notification Ctn~aany 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. Section A - SP (Revised 12/iS/04) Page 3 0€ 25 City Engineer Project Engineer Ll3V ~ Dan S. I~eyendecker, P.E. Tdaben T. Perez, dr., P.E. Antariio Saenz, III. , P.E. Traffic Erigirieering Police Department water Department Wastewater Department Gas Department Storm Water Department Parks & Recreation Department Streets & Solid waste Services A E P 5 B C/At&T City Street Div. for Traffic Sic~l/Fiber Optic Locate Cablevisiari ACSI (Fiber Optic) ICLKC (Fiber Optic) ChoiceOom (Fiber Optic) CAPROCK (Fiber Optic) Brooks Fiber Optic (MST) A-12 Mainteaaace of Services $26-3500 883-1984 883-1986 (fax) 883-1984 883-1986 (fax) 883-1984 883-1986 (fax) 826-3540 882-1911 826-1880 (880-3140 after hours) 826-1818 (880-3140 after hours) 885-6900 (885-6900 after hours) 826-1881 (880-3140 after hours} 826-3461 $26-1970 299-4833 (693-9444 after hours} 881-2511 (1-800-824-4424,after hours) 826-1946 826-1960 857-5000 (857-5060 after hours) 887-9200 {Pager 800-724-3624) 813-13.24 (Pager 888-204-1679) 881-5767 (Pager 850-2981) 512/935-0958 (Nbbile) 972-753-4355 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 accurac and com leteness of such information is not aranteed. 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 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. It is also the Contractors 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. section 14 - SP (Revised 12/15/04) Page 4 0£ 25 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. The Contractor will be required to schedule his operations so as to cause minimum adverse impact on the accessibility of the museum and public. 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. All costs for traffic control shall be as shown in the proposal. 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. f4and labor and/or mechanical equipment must be used where necessary to keep these roadways clear of job-related materials. Such work must be completed without any increase in the Contract price. Streets and curb line must be cleaned at the end of the work day or more frequently, if necessary, to prevent material from washing into the storm sewer system. No visible material that could be washed into storm sewer is allowed to remain on the Project site or adjoining streets. 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. All necessary removals including but not limited to pipe, driveways, sidewalks, etc., are shown in the removal summary and paid for as shown in the proposal. 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. Section A - SP (Revised 12/15/04) Page 5 of 25 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. This item shall be considered subsidiary to the appropriate bid items. A-1B Schedule and Sequence of Construction The Contractor shall submit to the City Engineer a work plan based only on cAZ~vnAit days. This plan must detail the schedule of work and must be submitted to the City Engineer at least three (3} working days prior to the pre-construction meeting. The plan must indicate the schedule of the following work items: 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 Bates: Indicate submittal dates required for ail submittals. 4. Re-Submission: Revise and resubmit as required by the City Engineer. 5. Periodic Update: Submit Updated Construction Progress Schedule to show actual progress of each stage by percentage against initial Schedule. The detailed updated construction progress schedule shall be submitted with the monthly pay request. For each calendar day that any work remains incomplete after the time specified in the Contract for completion of the work or after such time period as extended pursuant to other provisions of this Contract, $1,000.00 per calendar day will be assessed against the Contractor as liquidated damages. Said liquidated damages are not imposed as a penalty but as an estimate of the damages that the City will sustain from delay in completion of the work, which damages by their nature are not capable of precise proof. The Director of Engineering Services (City Engineer) may withhold and deduct from monies otherwise due to the Contractor the amount of liquidated damages due to the City from the monthly pay estimate. Days Allocation for Rain The contractor shall anticipate the following number of work days lost due to rain in determining the contract schedule for each part of the contract. A rain day is defined as any day in which the amount of rain measured by the National Weather Service at the Power Street Stormwater Pump Station is 0.50 inch or greater. No extension of time will be considered until the expected number of rain days has been exceeded and the Engineer has agreed that the status of construction was such that there was an impact detrimental to the construction schedule. January 3 Days May 4 Days September 7 Days Section A - SP (Revised 12/15/04) Page 6 of 25 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 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 have red lined set ready to submit to City with all corrections/notes--Engineering Services to coordinate As--Built plan preparation with A/E Consultant). (2) Tnspector 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. (9) 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) wed (B} Final Acceptance Memorandum prepared by Administrative Assistant (9) Administrative Asst. reviews for completeness, funding availability, prepares financial paperwork (10) Administrative Asst. submits to director of Engineering Services/Operating Department Head for approval and forwarding to Asst. City Manager (11} Final Acceptance memo returned from Asst. City Manager {12) Authorization for payment (AFP) prepared and submitted to Accounting Department (13) Contractor receives final payment after City Council {if required or Asst. City Manager accepts project. (19} 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. Section A - 8P (Revised 12/15/04) Page 7 a€ 25 A-19 Construction Protect I.avout and Control The drawings may depict but not necessary include: lines, slopes, grades, sections, measurements, bench marks, baselines, etc. that are normally required to construct a project of this nature. Major controls and two (2} bench marks required for project layout, will be provided by the City or Consultant Project Engineer. The Contractor shall furnish all lines, slopes and measurements necessary for control of the work. 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 4$ hours notice so that alternate control points can be established by the City or Consultant Project Engineer as necessary, at no cost to the Contractor. Control points or bench marks damaged as a result of the Contractor's negligence will be restored by the City or Consultant Project Engineer at the expense of the Contractor. If, for whatever reason, it is necessary to deviate from proposed line and grade to properly execute the work, the Contractor shall obtain approval of the City or Consultant Project Engineer prior to deviation. If, in the opinion of the City or Consultant Project Engineer, the required deviation would necessitate a revision to the drawings, the Contractor shall provide supporting measurements as required for the City or Consultant Project Engineer to revise the drawings. The Contractor shall tie in or reference all valves and manholes, both existing and proposed, for the purpose of adjusting valves and manholes at the completion of the paving process. Also, the City or Consultant Project Engineer may require that the Contractor furnish a maximum of two {2) personnel for the purpose of assisting the measuring of the completed work. The Contractor shall provide the following certification for documentation and verification of compliance with the Contract Documents,-plans and specifications. Said compliance certification shall be provided and prepared by a Third Party or in house independent Registered Professional Land Survey or in house{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 or in house Surveyor and certify compliance to any regulatory permits. Following is the minimum schedule of documentation required: Streets: + All curb returns at point of tangency/point of circumference • Curb and gutter flow line - both sides of street on a 240' interval; • Street crowns on a 200' interval and at all intersections. Wastewater: • All rim/invert elevations at manholes; • All intersecting lines in manholes; • Casing elevations {top of pipe and flow line) (TXDOT and RR permits}. Water • Ali top of valves box; • Valves vaults rim; • Casing elevations (top of pipe and flow line} (TXDOT and RR permits). Stormwater: • All rim/invert elevations at manholes; • All intersecting lines in manholes; • Casing elevations {top of pipe and flow line} {TXDOT and RR permits). Section A - SP (Revised 12/15/04) Page 8 of 25 A-20 Testin and Certification -~ All tests required under this item must be laboratory selected by the City Engineer. The will be borne by the City. In the event that be done over after corrective measures have retesting will be borne by the Contractor an the Contractor. done by a recognized testing cost of the laboratory testing any test fails, that test must been taken, and the cost of d deducted from the payment to The Contractor must provide all applicable certifications to the City Engineer. A-2L Project Signs The Contractor must furnish and install 2 Project signs as indicated on the following drawings. {Attachment X) The signs must be installed before construction begins and will be maintained throughout the Froject period by the Contractor. The location of the signs will be determined in the field by the City Engineer. A-22 Minorit /Minori Business Ente rise Partici ation Poli (Revised 1o/9s1 1. Po, licy 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 Gity dated October, ].969, 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 porson, 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. Section A - 8P (Revised 12/15/04) Page 9 of 25 (b) For an enterprise doing business as a partnership, at least 51.0 of the assets or interest in the partnership property must be owned by one or more minority person(s}. (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 persons}. 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. 3 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. .Point 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. 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 (Percent) Minority Business Enterprise Participation (Percent) 45 ~ is ~ Section A - SP (Revised 12/15/04) Page 10 of 25 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 o£ 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 I~BE 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. A-23 Inspection Required (Revised 7/5/00) The Contractor shall assure the appropriate ~ inspections by the Building Inspection Division at the various intervals of work for which a permit is required and to assure a final inspection a€~e~ ~~e-buildi~-i$ . Section B-6-2 of the General Provisions is hereby amended in that the Contractor must pay all fees and charges levied by the City's Building Inspection Department, and all other City fees, including water/wastewater meter fees 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 (10~} of the Surety Company's capital and surplus, the Surety Company shall provide certification satisfactory to the City Attorney that the Surety Company has reinsured the portion of the bond amount that exceeds ten percent {10$} of the Surety Company's capital and surplus with reinsurers} authorized to do business in the State of Texas. The amount of the bond reinsured by any reinsurer may not exceed ten percent (10$} of the reinsurer's capital and surplus. For purposes of this section, the amount of allowed capital and surplus will be verified through the State Board of Insurance as of the date of the last annual statutory financial statement of the Surety Company or reinsurer authorized and admitted to do business in the State of Texas. The Surety shall designate an agent who is a resident of Nueces County, Texas. Each bond must 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 States Secretary of Section A SP (Revised 12/15/04) Page 11 of 25 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 Sales Tax Exemption (NOT USED) ~eeti~-r-~o=2-2~ Ta~E~cemp~iar~-P-f~~isie~r; is-deleted-in fps ent}re~~e-xe F..l l .. ..y...} ~ }..}...d l ~ 1.h.........F ----...-~J --__-_-__..__ -__ --_- -__--..-_ ~€ ~ € ~ T -....... .. l .. € ~ ' - ~1 ~ ~'~ e~e~p 'GS'T'~'~'TC'~ ~e~ ~~e---Cen~~'~e-€e ~- e 1 e et s €e~ge~'~te--ue s~ OL= e'~} ali~~ .~e7~a ~Cr t7~L ~er a s~epaf~ ~e~--ee~f~ et a :G a _ F _ ~ _ a ~... - ~ tie -3 ~9.1~~C~ie ~er 3 1'~~t~ l n-~€ 1'f~le 34 -~t~blfe ~'iea~ €st a~i ee~-€ ee n ~ , - i € t ~i E €h T d ~, F e r h t t l exas- ~ s r~ ~ e- e e~r-er se l ~ ~ ~t~ -E -~ €1 € P b -e- - ~~r r~ es~r e ..~aT 1 t A gre ~e ~ e emp re e~~ u • e o e•ees ti 1 9b~f l t € S_t r~ ~ } r , , ~ - ,•--m t e-eeee ssa rasa . e e s a~c ge-r~ rem- ~ s e- ~~ _ . c o Q~~ ~' E~ ° k ~~ • ~ ~ " ~' . le•3 r~e9 #i 2e-~l -6{~9s & . li~e9~8-Pa~e~ii3~6 ~kE~6~ee~. 3. P-r~~4~re~rale ==r"-' F'-==t == ~.,. - ~~ 6~~Et ---- ----- -- , : ,.~.. _ .~......_1 ----------- r--s ~ prepare l va lire-af , } ~ r :.. , .. , I€ t l -t d - 1 C ~ t t -- ~ ~ s e - f d ~ i t ie et ee- ee e e ep r~a e s nee e- er~ e x~ er a pa ra e ee r~a e re a- 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 restricts the insurance afforded covenants to mail prior writte change to: 1. 2. 3. ar material change that reduces or by this coverage part, each insurer n notice of cancellation or material Name: City of Corpus Christi Engineering Services Department Attn: Contract Administrator Address: P.O. Box 9277 Corpus Christi, Texas 78469-9277 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 Section A - SP (Revised 12/15/04) Page 12 of 25 after the date the City Engineer requests that the Contractor sign the Contract documents. within thirty {30) calendar days after the date the City Engineer requests that the Contractor sign the Contract documents, the Contractor shall provide the City Engineer with a certificate of insurance certifying that the Contractor provides worker's compensation insurance coverage for all employees of the Contractor employed on the Project described in the Contract. For each insurance coverage provided in accordance with Section B-6-11 of the Contract, the Contractor shall obtain an endorsement to the applicable insurance policy, signed by the insurer, stating that the City is an additional insured under the insurance policy. The City need not be named as additional insured on Worker's Compensation coverage. For contractual liability insurance coverage obtained in accordance with Section B-6-11 (a} of the Contract, the Contractor shall obtain an endorsement to this coverage stating: Contractor agrees to indemnify, save harmless and defend the City, its agents, servants, and employees, and each of them against and hold it and them harmless from any and all lawsuits, claims, demands, liabilities, losses and expenses, including court costs and attorneys' fetes, 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. A-27 Responsibility for Damage Claims NOT USED rr rr 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 Section A - 3P (Revised 12/15/061 Page 13 of 25 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 resent experience in field management and oversight of projects of a similar size and complexity to this Project. This experience must include, but not necessarily limited to, scheduling of manpower and materials, safety, coordination of subcontractors, and familiarity with the submittal process, federal and state wage rate requirements, and City contract close-out procedures. The superintendent shall be present, on the job site, at all times that work is being performed. 2. Foremen, if utilized, shall have at least five (5~ years resent experience in similar work and be subordinate to the superintendent. Foremen cannot act as superintendent without prior written approval from the City. Documentation concerning these requirements 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 assuming responsibilities on the Project. S~xCh written approval of field administration staff is a pr°-*~ei»site 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; S9ction A - SP (Revised 12/15/fl4} Page 14 of 25 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 MSE 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; 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. 10. Within five (5) days following bid opening, submit in letter form, information identifying type of entity and state, i.e., Texas (ar other state) Corporation or Partnership, and name{s) and Title(s) of individual(s) authorized to execute contracts on behalf o£ said entity. A-31 Ameryded Policy an Extra Work and C~arrge 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 Section A - SP (Revised 12/15/64) Page 15 of 25 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 Caantract" ~ ,; +~++~ts 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 Gity 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-&id Maetincr referred to in Ss~ecisl Provision A 1. A--34 Precedence of Contract Documents Zn 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 given to the construction plans, fourth precedence will be given to the Standard Specifications and the General Provisions will be given last precedence. In the event of a conflict between any of the Standard Specifications with any 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 Provisions, in that order. A-35 City Water Facilities: Special Requirements i1z--i°v~c°v~cx ~v:cicc:cix~~-ivi ~'c - -az - --an~Ek~~~ff&tE1 ~= €@e ~'~'~t~~~'~3e ~6ii~F~e~~F~ ~ki8 3-F3~e9•F~~~$•E~9~97~a~P1~•--ec~e~i~~~~3e•f~ #,,~v ~ en lei F~eF gen--a~a~~~~-sa-r~-eer-t i €~i~c~~ei~-pr•te= .. } } ,.- a , ...... a~ a ~3~1~91~j~EAi~~Fr3e-~6F B-. F..}.. n_.:.-...i-..+.:.., n,..,..•.,..-..,, ,.,,.~,,.-.a.,...i y... mot,.. F>=~~Wat•eF Bepar-€~ttee~ Fle~se~el. ~4 yiai€eF-~•C-•e~r~r~e-ter °~f_}i• Arienta~iet~PFegFam will be-a€€e~ed •b`~at~t~erised Eit~. '~~ B. Operation of City-Owned Equipment The Contractor shall not start, operate, or stop any pump, motor, valve, equipment, switch, breaker, control, or any other item related to City water facility at any time. A11 such items must be operated by an operator or other authorized maintenance employee of the City Water Department. Section A - $P (Revised i2/15/06y Page lfi of 25 C. Protection of Water Qualit The City must deliver water of drinking quality to its customers at all times. The Contractor shall protect the quality of the water in the jab site and shall coordinate its work with the City Water Department to protect the quality of the water. D. Conformi with ANSI/NSF Standard 61 All materials and equipment used in the repair, reassembly, transportation, reinstallation, and inspection of pumps, or any other items, which could come into contact with potable water, must conform to American National Standards Institute/National Sanitation Foundation (ANSI/NSFy Standard 61 as described in the Standard Specifications. Such materials include all solvents, cleaners, lubricants, gaskets, thread compounds, coatings, or hydraulic equipment. These items must not be used unless they conform with ANSI/NSF Standard 61 and unless such items are inspected on the site by authorized City personnel immediately prior to use. The Contractor shall provide the Engineer with copies of written proof of ANSI/NSF Standard 61 approval for all materials which could come into contact with potable water. ~'. Senor-ae-tar' s-perset~el ~t~s~wea-r-eele~-ed ~te•€e-~~eve~al~l~s-at~e~ •I Een~rae•~e~- ~t~~ net-t~se aa ~C}~ ~€ ili~ t C ~ . 3RL 5~--~E~;Fi~ ~ ~ ae ~F~s- r~o~s-- e ~•are•~e~ (. 6W , degig~•a-~ed~-~t~~-~+Fa-~e~ ~epart~eet•-~e~a•€€-A3~~ ~•e•sz•r~e~e•~ ~e#i~re~les ~,; ~, ,... , , ,......,~ t ~ ,,. Stevens G~Fat~~-~~eat~Ren~gla€~t-A11 T4T1S~2~.7ZTiti-~Q12V1TGQ~~.7. [\ . ..} Section A - SP (Revised z2/is/aa> Page 17 0£ 25 h t t ~t €# ~t€~ ~f ~ t# 9--1 e~ e ~~ a-s e- e~ ~ i ~~ ~ee ~ ~T ~ e•r~s - e-q~~a ~ ~~ ~ i € ~€ r+~ e ., a € € € ~ter3s ;: s =~ _;1.r:. rve f fle ~ s ~r s , e ~t e ~~ ea ~ . an~~~~~e~ s~s€ ~trr[~te~x~a~~a-~e e~--~'~~si~ssr~~e~€e~a ~as-t e*ra-t-e ~ '_ ~ -'.=~'- ~~~as-a~s~ ~1 •€e~ ~e- ~e • ~ ~ }~ ~t €#~ € Ee~ t- ~e~ e , ~z a~ , ~ ae ee~ e~c ~a L r f--J - ~ s s ~e~ ~e r ~ ~ ~ ' R ~ i i t ~~ € ~ i ~ oz •~-------- - e _ ~ e~$ e•~s--a- ~r~ g s- -e ~e fe e es ~ree ~ ~a _ ~ € ~ € ~ ' t } } - ee ~se-~~ =_„ `; ~..~ : ~~ ee~}s e e a Ica-aa ae~f~~•e~aee~€~ ae~€~~a~e--~~'~egase~ - a-e• ~a~e~ a .~a r~ eg ~#e-see €•€ to ee -€s~-€#e ~e~~ee~ . r~ ~gtx~e ~ s , R- T-E3~r•LS~ a t # r ~ ~- ~ - x~ ~ e -~e~t t - ... #~ ,, ~.,,.. ~ ~ a~ ~, ~e~ ~ ,r ~v~~-vim __„-~-___ t., ~ ~'~ ~ ~ ~ € ~ } # e, a a ~ea • i~a # i # € r ~ €rF ~ t#e--- ~e~ f e~ e~--- e~e• -. ~~e s w e ego ~e~ ~ ^ = x s gr -- ~4~f~ t et e~~e ~#~~ ~e niCrFrcrac.caiei ~~ ea ~e mc a ~smuirp=e~ ~:~~ e . s • ~1•ar~-i~Fi~~~--mac-- aRy-~ tip e~r~~~ta~f•~rc ~w#te~i Eefr ~~c~e-~e~•- --6•P ~ ~ € ~ - s€e~s ~~# €e €#e--e~4 -~ •s~}er ~eg~ ~e -~ e-a ~re su ese- g l ~ ~ = ~ ~ t # t# E4~ ~ ~ -be --€~~~e~ ~a a ee ~~ egre:~ ~g-- ~~e cs r e e- q~ ~es e Section A - SP (Revised 32/15/04) Page 16 of 25 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 seven (7) copies required by the City to the Gity 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 farm. 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. g. 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. h. Space Requirements: Contractor must provide adequate space for Contractor and Engineer review stamps on all submittal forms. I Resubmittals: Contractor must revise and resubmit submittals as required by City Engineer and clearly identify all changes made since previous submittal. 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. 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 Section A - SP (Revised 12/15/04) Page 19 of 25 approval. Otherwise, the related equipment will not be_ap~roved for use on the project. A-37 Amended " t and for Water Furnished the Ci " I~ USED Fier rrr,. ~i n... ~...1~.-.~ .~..~,........,rr i n r n n ee~~re:~~s. ~-.-~. ~it~ ~gieee~~'r•~~l~~ev~de~ a- eep~ef the P t it ~~ ' th ~ -tr tie ~-' } rsj-ee s e ~ e e- 3et eens t~e r ug A-36 Worker's Com nsation Covexa a for Buildin or Construction Pro'ects for Government Entities I'he requirements of "Notice to Contractors 'B "' are incorporated by reference in this Special Provision. A-39 Certificate of Occupancy and Final Acceptance NOT iJSED A-40 Amendment to Section B-6-6: Partial Estimates General Provisions and Requirements for Municipal Construction Contracts Section B-$-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 work day and the Contractor will be compensated at the unit price indicated in the proposal. A-42 OSHA Rules & Regulations Tt is the responsibility of the Contractors} 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 Tndemnification & Hold Harmless, text is deleted in its entirety and the following is substituted in lieu thereof: The Contractor shall hold the City, its officials, employees, attorneys, and agents harmless and shall indemnify the City, its officials, employees, attorneys, and agents from any and all damages, injury or liability whatsoever from an act or omission of the contractor, or any Section A - SP (Revised 12/15/08) Page 20 of 25 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, employees, attorneys, and agents from any and all damages, injury, or liability whatsoever from a negligent act or omission of the city, its officials, employees, attorneys, and agents that directly or indirectly causes injury to an employee of the contractor, or any subcontractor, supplier or 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} Contractor shall make appropriate daily measurements of facilities constructed and keep accurate records of location (horizontal and vertical} of all facilities. (b} Upon completion of each facility, the Contractor shall furnish Owner with one set of direct prints, marked with red pencil, to show as-built dimensions and locations of all work constructed. As a minimum, the final drawings shall include the following: (1) Horizontal and vertical dimensions due to substitutions/field changes. {2) Changes in equipment and dimensions due to substitutions. (3) "Nameplate" data on all installed equipment. {4) Deletions, additions, and changes to scope of work. {5) Any other changes made. A-46 Disposal o£ 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 TNRGC, EPA, etc. Tt will be the Contractor's responsibility to comply with the requirements of all regulatory agencies in the disposal of all water used in the project. The methods of disposal shall be submitted to the City for approval. There shall be no separate pay for disposal of highly chlorinated water. Contractor shall not use the City's sanitary sewer system for disposal of contaminated water. Section A - SP (Revised 12/15/04) Page 21 O£ 25 A-47 Pre-Construction Exploratory Excavations {7/5/00) Prior to any construction whatsoever on the project, Contractor shall excavate and expose all existing pipelines of the project at tie-in locations, possible conflict areas, and crossings which pass within twenty (20)feet of proposed pipelines of the project. The Contractor shall survey the exact vertical and horizontal location of each existing pipeline tie- in/conflict and determine the pipeline diameter. For existing pipelines which parallel and are within ten (10) feet of proposed pipelines of the project, Contractor shall excavate and expose said existing pipelines at a maximum of 300-feet O.C., and Contractor shall survey the accurate horizontal and vertical locations of said parallel pipelines at a maximum of 300-feet O.C. Contractor shall then prepare a report and submit it to the City for approval indicating the owner of pipelines excavated and surveyed, as well as, the approximate station thereof, distance to the pavement centerline, elevations of the top of existing pipelines, and their diameters. Contractor shall perform no construction work on the project until 1) all exploratory excavations have been made in their entirety, 2) the results thereof reported to the Engineer, and 3) until Contractor receives Engineer's approval of the report. Exploratory excavations and pavement repair shall be considered subsidiary to the appropriate bid item. 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&E, 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-B-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 Electronic Submittal of Bids The following paragraph modifies Paragraph B-2-7 -- Preparation of Proposal, of the General Provisions: Section A - 8P (Revised 12/15/04) Page 22 of 25 The bidder has the option of submitting a computer-generated print-out, in lieu of, the Proposal (SHEETS: 1 THRU 19 qF 19}, INCLUSIVE. The print-out will list all bid items (including any additive or deductive alternates) contained on Proposal Sheets {3 THRU 15 OF 19). If the Contractor chooses to submit a print-out, the print-out shall be accompanied by properly completed proposal pages 1, 2, 16, 17, 1$, and 19. A "sample" print out is shown in Attachment 2. In addition, the print out will contain the signature, after the last bid item: .. following statement and (Contractor) herewith certifies that the unit prices shown on this print-out for bid items (including any additive or deductive alternates) contained in this proposal are the unit prices and no other Information from this print-out. (Contractor) acknowledges and agrees that the Total Bid Amount shown will be read as Its Total Bid and further agrees that the official Total Bid amount will be determined by multiplying the unit bid price {column IV) shown in this print-out by the respective estimated quantities shown in the Proposal (Column II) and then totaling the extended amounts. (Signature) (Title) (Date)" A-51 Value Engineering The Contractor's attention is directed to paragraph B-4-5 Value Engineering Incentive Procedures, of the General Provisions, which states: "After award of the contract, the Contractor may develop and submit, to the City Engineer, Value Engineering Change Proposals (VECP'S} identify potential reductions in the contract cost by effective changes to the contract plans and specifications." Therefore, the Contractor shall fully examine the plans, specifications and contract documents, as well as, the project location, construction phase schedule in Appendix C, traffic control plans, method of award, contract calendar days and liquidated damages, and all other major items involved in the scope of the project to judge for itself the circumstances and difficulties affecting the work to be performed and obtain all information required to make an intelligent proposal. The Contractor's attention is further directed to paragraph B-2-3 Examination of Plans, Specifications and Site of the Work, of the General Provisions. In other words, the Contractor shall complete it's proposal to the best of it's ability, as currently provided. A-52 Dust Control Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or applications of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be covered to prevent blowing dust. A-53 Dewatering and Disposal This item shall be considered subsidiary to the appropriate bid items 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 Section A - $P (Revised f2/Z5/04) Page 23 of 25 improvements. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by manmade berms prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and or settling prior to entering a storm water conduit or inlet. Storm water or groundwater shall not be discharged to private property without permission. Yt is the intent that Contractor discharge groundwater primarily into the existiag storm water system, provided that the quality of groundwater is equal to or better than the receiving stream (Oso Bay}. Testing of groundwater quality is to be performed by City, at the City's cost, prior to commencing discharge and shall be retested by the City, at the City's expense, a minimum of once a week. The Contractor shall coordinate with the City, on all testing. Test will also be performed as each new area of construction is started. Another option for disposal of groundwater by the contractor would include pumping to the nearest sanitary sewer system. If discharging to temporary holding tanks and trucking to a sanitary sewer system or wastewater plant, the casts 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 Department. The City will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, 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. A-S4 Amended ••Prosecution and Progress". Under "General Provisions and Requirements for Municipal Construction Contracts", B-7 Prosecution and Progress, add the following: "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 later date, the Contractor may request payment for demobilization/remobilization costs. Such costs shall be addressed through a change order to the contract. Section A - SP (Revised 12/15/04) Page 24 0£ 25 SUBMITTAL TRANSMITTAL FORM PROJECT: Woaldrid a Road Reconstruction Phase 1-Sta les Street to Airline Road Bond 2004 PROJECT No. 6267 OWNER: CITY OF CORPUS CHRISTI ENGINEER: LNV Engineerin CONTRACTOR: SUBMITTAL DATE: APPLICABLE SPECIFICATION OR DRAWING SUBZ~IITTAL NUI~IDER: SUBMITTAL Section A - SP (Revised 12/15/04) Page 25 of 2S io x ~° co 3/8.. ~h r~ "~ ~ w '~ co N rh 3 8 / „ rn ~;4. (Myam K'r "~J W ~- ~\ • /. ~ ~ a ~` ~ a o ~ ~ ~ ~ ~ ~ L~1 ZU ~ Y ~' ' ~ wQ vp ^ /~ 0 U ~ ql ~~ m ~ Ow mV^ ~~ \~ ~I Q= Z~ ~~ z =, ~ Q~ p, u~ ap /~ X ~~ x c~ ~ °° ~ O ~ R1 , ~ en ~\ r„ - ~ ~ ~< Q ~~: ~ ~ ~ _~ ~'^ ~v: ^, I /~ ` V ~ ~ /\ ~- \ ' I /`~ _ F~ \ ti ~~ ti N co ~ ~ ~ \~ \ U~Uf ~°' w ~~ ~rn Q ~ Q ^ 4'-Q„ w ~- w ~- Zz zz °~ °~ ATTACHMENT 1 a ~ a -.~~' ~a•z~~rs-oozlrr~+slrooz ruoelia3roaan~anot SAMPLE COMPUTER PRINT -OUT PROJECT TITLE DATE YOUR COMPANY'S NAME HERE1 I II III IV V Bid Item Q .Units Item Description Unit Price In Figures Bid Item Ext. Qty x Unit Price Al 34475 SY Street Excavation $ - $ - A2 5,033 SY 6" Cement Stabilized Sala ed Base A3 etc. etc. etc. Sub-Total Base Bid "A" Items (Items Al-A21): Sub-Total Base Bid "B" items (Items B1-B21): Sub-Total Base Bid "C" Items {Items C1-C21): Sub-Total Base Bid "D" items (ItemsDl-D21): Total Base Bid: ATTACHMENT 2 PART B - GENERAL PROVISIONS SECTION B c~rw ~arozszo~s AND it$rrs FOR MaNICIPAL CONSTRUCTION CODITRAC'~S Table of Contents PAGE 8-1 Definitions and Abbr 'atio s B-1-1 Definition of Terms 1 B-1-Z Abbreviations 3 B-2 Proposal Requirements and Conditions B-2-1 Proposal Forsas 4 8-2-2 Quantities in Proposal Farms 4 B-2_3 Examination of Planes, Specifications, and Site of the Work 4 B-Z-4 Farms, Plans and Specifications 4 B-2 -5 Addenda 4 B-2-6 Pre-Bid Conference 5 B-Z-7 Preparation of Proposal 5 B-2-8 Proposal Guaranty 5 B-2-4 Filing of Proposal 5 B-2-10 Withdrawing Proposals 5 5-2-11 Cancellation of Bid Opening ~ 8-2-12 Opening Proposals 6 B-2-I3 irregular Proposals 6 B-Z-14 Rejection of Proposals 6 8-2-15 Disqualification of Bidders . 6 B-Z-16 Disclosure of Interests . ~ 6~ B-3 Award and Exec~,tiQn of Contract 8-3-1 CansideraEon of Contract 7 8-3-2 Award of Contract ? 8-3-3 Equal Opportunity Employer Provisions 7 B-3-4 Surety Bonds S 8-3~-5 Execution of Contract . 8 B-3-6 Failure to Execute Coatract e B-4 Scope of_ Wyk 8-4-1 Intent of Plans and Specifications 9 B-4-2 Subsidiary work 9 B-4-3 Increased or Decreased Quantities of~Work 9 8-4-4 Alteration of Plans and Specifications 10 B-4-5 Value Engineering incentive Procedures . 10 B-4 -6 Extra Work _ 11 B-5 Control of the work and Materials 8-5-1 Authority of the City Engineer 11 B-S-Z Authority of Duty of Engineers or Inspectors 11 B- 5 - 3 Conformity with Plans . 11 B-S-4 Existing Structures ~ ~ 11 B-5-5 Specifications, Coordination of Plans, Proposal & Special Provision _ . 1Z B-S-6 Cooperation of Contractor 12 B-5-7 Construction Staking _ 12 8-5-8 Source of Supply of Materials 13 B-5-9 Samples and Tests of Materials 13 B-5 -18 "Ox Equal" Clause _ 13 8-5-11 Storage of Materials ~ 13 B-5-1Z Removal of Defective and Unauthorized work 13 $-5-I3 Final Inspection . 14 8-5-14 Warranty Inspection 14 TABLE OF CQNTSNT$/PAGE 1 OF Z {rev. Nov/94? ,~ ~: '. i 1 c . -H-6- Lama t0` be O ser'v~td . 8-8-2 Permits and Licen~es~ Processes' - . BrG-3 patented Deyicae~ Materials atad . 8-5-4 Sa~tax'Y Provisioug •: ~, - . H-6-5 Pub13.c Conveniencaa and Safety _. . B-g»6 Privileges of coatractor in ,Streets, •A3.leye and Might-of-Way 8-6-7 Railway Gxosaings ... •: - • a~6-S Traffi;a..Coatra~.„Devices . `- 8-6-9 Uge of .8xplosives .. . 8-5-10 Protectiion and ~t@eCoraC3.on ~of Property .. 8-,6-11 Raspnnsibiity £or Da~aatge Clai4~ . . 8-6-i2 Co~~~}txactar'e Claim fOr Daaaagas - ': 8-5-:13 Public VtiZties aad %dater .P~r4pextY tq Abe Changed B-B-i4 Tea~r~ry Dewar a Drain Cotl~ei3tiaAe •; "• H-6-15 .Arraag~aextt ..end "Charge foal dater Fwrnished •by tha City . 8-6=3.6 Ue~e o~ fire Hydrarrt~a - B-6-L'~ II#e.of a section or"Po=tiba of•tbe Wn~ck . 8-618 Separate Contracts" B-6-19 CoBtraCtor'a Itespox~sibility fax-the Work . B-6-~0 ~o ~TaiYex of~Legal Right . .. . 8-6=21. ~ ndemnifi.catioa and ~"ld Sar~alese .. . -8~-6-za fax, ~tioa ,PaCav~io~e " - 14 14' 15 15 LS 16,- 16~. i6 16 1,6 17 k9 19 19 is 19 19 as ao 20 20 as ,- ~ '. ~ ~;, B-7 rosQ 8-7-1 " Cntion :and Proo~e~g_ ~ ].attirig Che Work 21 ~ 2] 8-7-2 1~,s~igap-gnC o~ Contract . . 2i 8-7-3 Prneecution of the .Wdrk - ~ - 2 8-7-4 Limitation'- of dp~ra-tion8 2Z 8::-7-5 Ctaracter;of Mcsrk~aea-.'and Lquipn~nt . ... . : . , 22 8~7=6. .~ _ . • ` . ~ Piorkng Hauxs . on - plet~ nC and Co em o f g 22 8~7-7 8-7 8 . m e C t meuc Time-o ~ctcx~sion of T3n~ o~ Compl~etiot~ , " . 2Z i - H-7-9 CCation of Conuract~ Tine for CompLeti.oa 23 23 " H-7-10. '~'a~i uxe to, complete on Titae - ~3 . H-?,LL Suspensi.on"l~r cau~t Order- :: 23 B-7-12 Temporary Suepen ion .. • ~ . 24 H-'7t-13 of CoatrBCt $u~pioa cs~ Work and l~tinu}:ptent - 25 8-7=14 ~eraainatio~ of Cont~acC - a - ~ 2 8- -.1 Meaeuxanlex~t o , Quantities . 5 ZS 8-~~-2: . ` •Unit Price - 25: B.S..3` _ Scope o~ Payaatnt ~ ~ - ._ 26 -8-~ ,. . Payment fareE~ctra Mark • ~~ B-~-5 ~ra Work aad~Ctange Order~ policy of . - - 8-8--6 . Partial Ssti~atee .. :." .. 27. 27 5-8-7, Witbholdixig"Payment _ _ a7 B W a-e' F~a cL~~un~ ~ 28 8-8-9 - Final AcCaptance ~~ 8-8-10 Fi~lal Pajnaeait a8 8-B-x1 -Mainteasnce Guaranty • .. -~. . - (rev. Nov/94) ,~ i ., .i -_1 s i kJ ~_J kJ LJ in. ',. ~~ ~~ i.. ~~ `~ SECTION 8 ~ GENE1ZAIa PROVISIONS AND REQUIREMENTS ~} FOR IYItJNICIPAL CONSTRUCTIDN CONTRACTS CYTX OF CORPUS CHRISTI. TEXAS ~~ $-]. E IONS BR AT S: i~ B-1- Defi iti f T s: :-~ Wherevex the words, forms or phrases defined herein ox pronouns used in their is place occur in these specifications. in the contract, is the bonds, in the advertisement ar any other documents or instrument herein contemplated, or to which these specifications apply or may apply, the intent and meaning shall be ,!~ interpreted as follows: ~. Adv ~ i men All of the legal publications pertaining to the work contemplated or under contract.- B de Any person, persons. partnership, company, firm, association, Corporation, or joint vesture-acting directly or through a duly authorized representative submitting a Proposal for work contemplated, City: The City of Cozpua Christi, Texas, a municipal corporation, acting by and through (a1 its governing body or (b) its City Manager, each of whom. is required by Charter to perform specific duties. Reapvnsibility for final enforcement of contracts involving the City of Corpus Christi is, by Charter. vested in the City Manager. City Attoxnev: The City Attorney of the City of Corpus Christi, Texas. or duly authorized assistants or agents. City Council: The Council of the City of Corpus Christi, Texas. C laser: The Head of the Department of Engineering Services of the City of Corpus Christi. Texas. Cit ana a The Manager of the City of Corpus Christi, Texas. Ci ret The City Secretary of the City of Corpus Christi, Texas, or duly authorized assistants or agents. Contract: -The written agreement covering the performance of the work. The contract includes the advertisement; proposal; specifications, including special provisions; plans or working drawings; any supplemental changes or agreements pertaining to the work or materials. therefor, and bonds. Contract Time: The number of calendar days or working days allowed for completion of the contract. including any authorized time extensions. (a) Calendar Dav: A calendar day is defined as any day shown on the calendar beginning and ending at midnight. (b) Worl Da a working day is defined as a calendar day, not including Sundays or legal holidays. in which the weather or other conditions a€fecting the site, not under the control of the Contractor, will is the judgement of the Engineer permit the performance of some substantial unit of work for a substantially continuous period of time of not less than six (6) hours between 7 a.m. and 6 p.m., or during such other hours of the day as the Contractor does in fact woork with the permission of the Engineer as elsewhere provided. Each calendar day, not including Sundays or legal holidays, in which the Contractor carries on work an some unit of the contract for a period of more than six (6) hours shall be charged as one (7.) working day. regardless of the number of hours worked in excess of the (6) hour minimum. Saturday will not be charged ~~ (rev. Nov/94) PAGE 1 OF 28 ~~, • ~ ,, as a ~rorking day unless work of an -type requiring. the presence of the Engineer is in fast carried on.far any period of time during the day. `_ ~ ~On Sundays and legal holidays: on which. by previous written permission of the ~ &~. " Sngiaeer as elseyrhere provid8d, the Coutractor~works ati much as four hours an some- unit of the contract, tw+a working dayt~ shall be charged. If, under such d '- ' ~~ ay one.'working til fbt5 hours; pezatission, v~ark-ia caatmeaced but proceeds less shall be charga~d. Ia the detertniuation of the burs above,'; no .deduction shall ~~ be made .for lunch time taken: ra~ctor: The person, Persoins, partner~tiip, co~etpa~iy. f~.rdt. associai~iott. ~ont # 1 ,~,,,~,~ corpgration, or jaitit :venture eater~,ng into contract for the. ~aicecuton 4f the - 1 work- acting direct~:y ar th~e~gh a duly authox3;z~d regxesrntative: Assistants, agents, engix4eers, is~sptctarar ar superintendents duly ~ '~ ;by the. City Engineer and acting within,the scope. of the particular authorize , duties entrusted to them:. ` General ProvisfonA: This.Secton a of the specifications. ~~ Tie ratans regular holittayt3;-'arid "legal holidays,.. for -the purposes of ~ r. i c2~a~ing workit~ days.. control of woirkiAg` days aind' hot~a. and. wageas 'of employees , the:. Eoll. oaring: : shall i~leuie I! ! " January 3 (New Year's Day) July 4 "(Yltdepeadence Dsy} Thanksgiving Days Metporial Day Labor.Day Christmas: Day ~ r " The approveed form of `. security '.furx;shed. by the ~ ~ Contractor" and s surety as a gtaraatee. than'. he will:. maiutairi. the work- . co~tructcd' biro is sand condition. for,-the period of tip .required- This shall ~ i .. be in accordance, with thee. pravisiaa~s of the. specifiCatians and emay" be made a part of the Perfaxmaace Band. ,1 • Bo d: Tie approved Eaten o~ security furnished by the contractor and. i j - his ssu~s •y :for the uses: and benefit ,oil the City, as. a guaramtee.. for the protection of all claimants ly3ug labor and/or material in the prosecutiori.of:the wArk t ~ .. . contrac provided for- i.r~ t ~` 1 grf<azrnance-~o~d: The approved form ofi sieourity "fu~ashed. by. ttie "contractor p ~ 1 , ,~, and-his surety Ear`,the use- and benefit. of the City as a:guar tee of good faith on the paact o~ -,the Contractor: to execute the i.-ar~C i:a strcti" accordance with the ~ f p7.aaa, specifications, and te:rias of the aontra~ct.: and "that the Contractor will maintain the work construeted.by him in .:good ronditio~n for the period of one year - ~1 rosy be "specially prpvidcd. or such. either.- period of.:time a$ 1 ~ All the drawingt3 pattaining, to 'the cgntraot and made a part Engineer may as the City r dde3id al d i u lem " e h '~ :1 . a a ngs a s pp e~it raw uc . thereof, lac tiding . issue .in order to clarify;-other drawixigs or ."for tl~e p~rpase of showing ;changes in. the :stork.. herei.aafter authorized; ar. for shoa-irig" details not .ghawn the~teoa. r f Pronoaal: The written .statement: or statesmeats duly `filexi with .the City Secretary of the person, pairsons; partrnersk~ip.~. company, firth. ' association, " work: oo~atetaplated, including corporation, or faint ventuse.prdposi.r~`to do the the appro~-ed. form .on. which .phe. ioxmal bids for Vie:. work .,aze to be prepared. i , Proposal The- bid security degig~3ated in the advertisieeQent and ~l proposal to a furnished by .each bidder. as a guarantee..of good faith to enter - the work into a' coahract with the -City, and exitcute: .the. required bonds for conternpl.ated- after tie work.as awarded him". - ~ t S eci P ns: The spacial clautiees setting Earth conditions or requirements peculiar to the specificproject involved, suppiementirig the i~, standard :specifications, and taking precedence. over. any conditions or ,requirements of the standard specifications with a~hirh.they a-te i:x conflict.. i .~ . ~_ (rev. Nov/947 ~`j PAGE 2 OF 28 -_~ i~ I, .fit ~. I' '"s t .1 .~ ~- , _~ '.4 ~_~ Specifications: The directions, provisioner, and requirements contained herein, together with the special provieioxis supplemental hexeto, pertaining to the method a~xd manner of performing the work or to tha qualities or quantities of the material to be furnished under the contract. ies: The corporate bodies which are hound, by such bonds as are required with and for the Contractor. The Work: All work, including the furnishing of labor, materials, tools, equipment, and incidentals, to be performed by the Contractor under the teams of the contract. B-1-2 Abbreviations: Wherever the abbreviations defined herein occur on the plans, in the specifications, .contract, bonds, advertisement, proposal, or in any otlser document or instrument herein contemplated ar to which the specifications apply or may apply, the intent and meaning shall be as follows: A.A.S.H.T.O. American Assaciatiat of Stan Highway and H.S. Horseshoe Trarsaporation OFlicials ia. or " inches Ac. Ache Lb. or /' Pound A.C. Asbestos Cement L.F. Linear Foot A.C.I. American Conrxeae It~sriuue Lin. Linear A.N.5.1. American Natioml Standards Entrimse L.5. Lump Suns ,~,. Amt Max. 11Zaxhrasea A.S.T.M. Amuicaa Society for Testsng Maoerials M.H. Manha[e Ave. Avetnss Min. Mittiawm A.W.P.A. American Wood Pr+escrven Assoeiadan Mono. Monolithic 'A,W.S. American Welding Society M U.T.C.D. Mamial of Uniform A.W.W.A. Ataerian Water Worla Assaciatian Tratlic Comroi Blvd. Boulevard ~~ C.F. Cubic Faot N. NoNt C.I. Cast-Iron No. Number C.L. Csaaer Line '~ Peecettt C.M.P. Corrugated Metal Pipe P.L. Proptxty Line C.O. Clnoout ~P• or ~~ Conc. Concrete P.V.C. Poly Vinyl Chloride ~ ~ i C wr. ~~~ R.C,P. forrred Corspete Pipe lEeU C.P.dc L. Central pourer & Liglu Coatpany Rsiaf. Reinforced Cu. Cubk Rent. Remove Culv. Culvert ~P• ~~ C.Y. Cubic Yard R.R. Railroad D.1. Quoits Iron R/VII or ROW Rigbaaf--Way Qi:. Diameter S. Saab Dr. or Dwy Drive or Driveway San. Sar:itary & Fast S.F. syn.re Pont Ea. ~ ~ Sq. Sgwre ~, ~~ St. Str~cct ~ Storm Exist. Exisdng Std. Standard F. Fahrenlmit S.Y. ~ Y~ P.L. Flow Lure T.C. Tap of Curb Ft. or ' Feet Tel. Telephone Gal. Gslbtq V.F. Vertical Pant G.L. Gutter Lute W West G.P:M. GaUorss per Minute vV.U.T. Westrtn Union 7'ekgrapd H.N.G. Houston Natursl Gas Co. Yd. Yard IM ..etrics: cm Cer~tneter gm Gram km ICgometcr {rev. Nov/941 PAGE 3 OF 28 m Mstar ertgm Milligram teem Mgliatear u ~~ `i ~r H- PR ~_. x - - 1 . The City w~Ill fuxaish $idders with p~opasal farms which state: the general location and description- of the contetdplated wark, ~ which wi~ l contaia an '. i . . itemized list of ateaas. of rrork to. be d,ona or arateriala to. be fuz~~she:d arid: upon ' ~ , which : bid priaas are :asked. P~PgsAl fox'~a wi17. proxide for the ; apaount. of propooal guara~pity ~ Che .c~ tza t tim a' d ~ t , h c e. n ;the ".ackaaarl~ige~aent . of addenda ..received. .. - - ~ - -~ gin ~ ~i The 'quantities; of Elie r~ork aud, ma~tariais:. set Forth :~txi .the .prgposa~.: fo~n- or on ` :.the ~CSl aris appronc~;mate~y represett~ the.- work ~ha be: pex~Q~ned hand ma~teriala to be , furnished .arnd are for the .purpa~s~D,.d~ aoaagaririg the,: bids: as a vx~for~ii:.:.basis. - payment wall b[s e~rad~e hY the; City..~o .the tsraotor onl~r for the a'~tua~,`"quantities '° i of wark pesfaxmad or matBrials tishe~€ : aae~?xdanee with the:: p~.atts . and specifications, and it is unde=staad thaC the_ .quati~ites t~tay be iricroaeed or ~ ] :decreased ag heteinafter p~!vided without in axiy ~ way . inva],idsiting ~ the bid price .,. ~.,, . 1 - ~_ ? =~ . g8_4~ p~~_ Jl~.i~~~f,ca and si A i of the W„rkx .. Bidders axe advised that the plans and gp!eaitcatio~s amd Qt~er dohs on -"~ file with the. City Engineer eha3.1. goustitute a7:~. Qf t#~e ;Lnfor~tion which the - ~ a City will f~rnieh. Bdder$ are:;requtt•ed, 'prior to submitting any Po~ial. to x-ea~d the s~,f~:~tioAS, prts~iosa~., tract., aud; hone- fQ carefully, to visit , f -the site oE, ~kte waxk;-.Ga:..examne ca~efiit],lyloam.;'coaditiona..,sciX and ~-ater conclition6". to be-encoluttered, iaAp~nts:.to be proG~e~ited, dleposa~- sues For surplus materia],s not desigAated to be salvaged materials, methods of providiag ingress ox egiess to pritrat~s p~pe~~.ee, :.at~d' myth" ~of haadling ~raf~3:c; to _ inform themes v~±s, by'the3~~c i;,udepeudeat research, teats, ape hvest~,~at~oa,, of _ , , the . difficulties •. tv be euroW~tered a~cl .judge fqr delves: `of the ac~~ssi.hility of the work.-and all a~ttendirig circennetances-.atfe~tirtg~..the ,cost of doing the ~nork ~ ~or tame required. for its ~.etiaa; ht3d 'obta~.n a>ll - info~nEation required to tnalce an iAhelligeat : ~Sropogal N'q information gives by .tb~ .City or a~iy. o~ticxal ! thex~of , c~thcr the that shown on `the- p~ and contained is the ` spe~~f~,Catioras. ~ ~ proposal, acid other doc~tnt±~gtis::" s~3~ax1. -ba :binding .pox ~l~e' City: Bis~der~`'s3~a11 " ` rely execlue3v~e~.~r upon C~e~,r ova ~~tia~ate8~ AVe~~i~atb~#s,` tests,- si~tt ot~ier data which are: r~ecessa~ry for full and oampst~e information ~upRaaa ~hirh the p~:sal may ~ z ~ be balled It 3s;:rautualiy agreed that; submission cf a proposal is .e~vidsnce that ~- = the: bidder has malls the ,exiaatons, iuvestigati :and test$ r red. berei,a,: _ ~~.. . ~ ~.~-4 Forns~,~ •P~.anis a~ Snecifcsa~o~: ' . ~ . , Unless otheiwi,sc` specf.fied in thQ Notice to Bidders - a~Ld Spada].: provisions, j fax~aa of pxopoesl", :contract aad laartds and plans and 'apecif#.antc?us ipay.. be obtained -at the suffices of the C$Cy ~gineer ~ ixi the Ci.~Y Hall ups making a Plates Depot, as desigaated°. which. sing ao deposited: will be refuadcd . 7rov3.ded. the prospective bidder returns :all daacwbenGs, e~ocept prapq~a]} form i~- bring,. to the- ', .axxd after ,th$ tiles and _ offices rof the:':City Eagineer ;.within two ` (2). wsak~ Exam . date of acece4vi~ig proposals. If the prospective bidder .does not aott~piy Mrith- this . requirement;' the sum of. the> Plans- >~enosit .sha11 beCage the property of the City of Corpus Chr~gti, Texas . r i 8-2-~ Ad~etuia"s' t~ ~~ Addenda to the plans. acid specifications, which arQ formal written aoticea of additions. deletion, modifications, or ex~tlanatioxts of coiztracti documents from ~ i the City to ps~aspective.bidders in advance bf the bid-date, Qeay be issued by the City.~ngirieer. Such addenda will ,be mailed immediate3:y to the addrgss designated 37 by prospective bidders taking out .plans, specifications,. and proposal farms. ._~ - - - - ~ ~_ i {rev. Nov/94) --' PAGE 4 OF 28 ~~ i~ ~a ~ ~~` B-Z--6 Pre-Bid Conference: Any prospective bidder may request a pre-bid conference to discuss the plans, specifications, and proposal. If such a conference is requested, it will be held approximately one week prior to the bid opening. Each prospective bidder who has furnished the Plans Deposit required by the Notice to Bidders will be notified of the date, time, and location of the pre-bid conference. Any clarification to the contract documents deemed necessary as a result of the pre-bid conference will be made by written addenda. ~-2-7 Preparat';ion of,.Proposal: The bidder shall submit his proposal on the forms furnished by the City. All blank spaces in the forms shall be correctly filled in, and the bidder shall state the prices, written in ink, for which he proposes to do the work contemplated or furnish the material required; the unit prices shall be written both in words and numerals. Such prices shall be written distinctly legible, In case of discrepancy between the unit price written in words and the unit price written in figures, the unit price written in wards shall govern. The unit price shall govern over the amount. if the proposal is submitted by an individual; his Hama must be signed by him or his duly authorized agent. If the proposal is submitted by a fizm, association, or partnership, the name and address of each member must he given and the proposal signed by a member of the firm, association, or partnership, or person duly authorized. If the proposal is submitted by a company or corporation, the company or corporate name and business address must be given and the proposal signed by an official or duly authorized agent. Proposals submitted by a joint venture shall list all participants and their addresses. Powers of attorney. authorizing agents or others to sign proposals, must be properly certified and must be in writing and submitted with the proposal. B-2-8 Proposal Guaranty: No proposal will be considered unless accompanied by an individual bid security (bond) for the project in the amount of five percent (5~) of the highest amount bid. Such bid security shall be issued by a firm licensed for issuance in the State o~ Texas. A cashier's check, certified check, money order. or bank draft from any state or national bank will also be acceptable. The security shall be deemed a good faith offer on the part of the bidder to accegt a contract, if awarded. In the event the successful bidder declines to accept such award or cannot provide the required bonds and insurance certificates within ten (IO) calendar days of the award of the contract, then the amount of the bid security will become the property of the City, not as penalty but as liquidated damages. The bid securities of the unsuccessful bidders may be released within forty- eight (48) hours of the time bids are received. The bid security of the successful bidder will be released upon execution of the contract documents and submission of the required bonds and certificates. ~t~~ _Filiaar of Fronosal: No proposal will be considered unless it is filed with the City Secretary's office in the City hall, Corpus Christi, Texas, within the time limit for receiving proposals as stated in the advertisement. Each proposal shall be zn a sealed envelope, plainly marked with the ward ~~PROPC3SAL" and the name and description of the project as designated in the "ADVERTISEMENT". H-2--10 Withdrawing Proposals: Proposals filed with the City Secretary cannot be withdrawn or modified prior to the time set for opening proposals. Request far Han-consideration of proposals must be made in writing addressed to the City Engineer and filed with the City Secretary prior to the time set opening proposals. After other proposals are opened and publicly read, the groposal for which withdrar-al is properly requested may be returned unopened. (rev. Nov/94) PAGE 5 OF 28 . ,~-# - i ~_: I li_ Cancelia~~,} . of _ Bfd OoP.aiaa~: ` ~ The City may, at any time., before any bids are actually opened, cancel the ,l. opening of the bids aad return all bide unopened. ~_~na_ Proooge~s s ~~ - 4i The.. proposals filed with the:Cit Secrete will b6 0 y xY pened at the time stated in the advertisement and publicly read aloud and shall the`seafter remain on-file wit2 the City. No contxact will be eintex~ed into based upon. such proposals uatil r~r after -forty-eight .(48) hours shall have elapsed. Proposals", not: accofp} ianed by i , the .required PraPosal..yuaranty=.wi11 not.ne read. t D ~-i3;,~~3.g7r Psa~.er r T Pto),iosale" will: `bee considex~d i~ra:egular if they : show any omissions; faluze to properly account fos duly i$sued addenda, alte~atiotte~. qt fob, additions, conditions not. oa~.~ed foX, unauthorised al~eraate bids-or .irregularities or #~ lifications of any:-kind: However, the City'resez~s thQ"xght:.to waive any irregu].~tr~;t3es .and to m$ke the award is the best iaitax~st of the City. ` ~ ~.~ B~, ,14 R.e~ggt~,cn gf Pr+o~aosals . ,. ' '~ The City reserves-the right to reject.-any or-,all p~opoaals, and all proposals r, submitted are sub ect to ":this reserrration. proposals ' containii~,g any s i.rx~gularit~.es or wing ari. unbaianced~ value. of .any items may be rejected. „ T Propasa-ls.will: be ~jeated'fvr arry af"che following specific reason8; ,, ~ i (a) Proposal received after the time limit for receiving 'proposals as stated in the advertisoment. -, Ib} Proposal eub~nitted without the required bid security; ~ (o) Propose]. submitted and x~ot sealed and/or identifiable to'a'particul"ar : pro3eet.. ,R i _: _ ~. ." Bidders- may be disqualified and their. pacopoealss 'not norsidered for any' of the ~~ t following specific reasocis: - l .~ (a1 : Reason for:belevixlg co3:lusion"exists among the bidders: [b) " Reasonable grouund~ for ~believi,ng that any bidder is . iriterest~d in more ~ t '. . than axe proposal for. the arorlc contemp""latec~. ~ x. ~ (o} The bidder being: interested in any litigation against tine City,.. ,t td} The bidder being iri arrears`on any. exi~ting::contraet,`having defaulted ~y on previous comtracks, or being :delinquent in ~the.payeent of. City . taxes: ; ~ , 1e) Unao~pleted work which, in the judgment of tlie'City, will prevent or ~~ hinder the prompt coriiple.tioa of additional work i~- Rv~rarded. (f} Previous experience iavestigatiot~ reveals poox, incomplete, '! unacceptable, ar inferior work pperformance ~`Frosecutioe-and lack of I fiscal responsibility in. paying far services,_ labor, or products L' rendered oa such previous work. a~ ~-a-15 Disclosure of..Inte~ats, - f ~. ~ All entities desixing tp do business with the City of Corpus....Christi are required to provide a Dissciosure of::Interests, The required form is included. as ~ r a part of the p3rnposal. Prospective bidders may svb~riit ttie form with their ~- ti.~ {rev. Nov/94} PAGE 6 OF 26 r~ ~, in ---~ proposal. The successful bidder shall be required to submit the farm within seven {7) calendar days of the receipt of bids. The City also reserves the right to require similar statements from all material suppliers and subcontractors of the'successfui bidder. H-3 AWARD AND EIa~COTIO~T OF CONTRACT- 8-3 --1 Considexatian of Contract: After proposals are opened, the proposals will be tabulated for comparison on the basis of the bid prices and quantities shown in the proposal. Until final award of the contract, the City reserves the right to reject any or all proposals or proceed to do the work otherwise in the hest interest of the City. 8-3-2 Award of Contrast: The City reserves the right to withhold the award of the contrast for a reasonable period of time from date of opening proposals, and no award will be made until after investigations are made as to the responsibilities of the low bidder. In the City's considering of an award, the bidder may be requested to submit statements regarding previous experience in performing comparable or similar-work, his business or technical organization and equipment to help the City evaluate the bidder's abilities. The basis for an award will be determined by the lowest responsible bidder .(Article 2368a VATS! deemed most advantagaaus to the City and not necessarily the lowest bidder. Ia no case will a contract be awarded until at least forty-eight {48! hours shall have elapsed from the time of opening proposals. E H-3-3 $qual Osportux~ty Sn~p ~Qyer Provinons: - - -- , .., Every Contractor must agree that during the performance of his contract he will is {Z) Treat all applicants and employees without discrimination as to race. color, religion, sex, or national origin. ~~ {2! Identify himself as an equal opportunity employer in all help wanted ~_~ advertising or requests. The Contractor is hereby advised that any complaints filed with the City `~- alleging that a Contractor is not an equal opportunity employer during the six ~~~ months preceding the date of receipt of bids will be referred to the Human Relations Commission through its Human Relations Administrator for the purpose of zeview and recommendations. The repox-t of the Human Relations Commission will i~1 be transanitted to the City Engineer who will include a summary of such report t ~` with any future bid award recommendations for which the Contractor is a bidder ,. and bring to the attention of the City Council auy such report received prior to the issuance of a work order to any such Contractor. A copy of this report shall {' be sent to the Contractor. The Human Relations Administrator will follow up say such report and bring to the attention of the Commission any further action by '~ the Contractor which would include that the findings of the Commission should be modified. Any such modified findings of the Commission will be delivered to the ~~* City Cngiaeer with a copy to the Contractor and be included in say future bid award recommendations. i_J 7'he City Council reserves the right to consider such reports in determining the ~,,, best bid and to terminate, on the basis of such report, any portion of a contract for which a work order has not been issued. However, the Contractor is ~f specifically advised that no equal opportunity employment complaint will be the basis for cancellation of any contract for which a work order has been issued. {rev. Nov/94) ~u PAGE 7 OF ~S Ira !"1 n 8-3- :i ~^ With the execution mad delivery of the contraict, the Gnritractor shakl furnish - and file. with. the City, a.n the amounts herein required, the followittg surety bonds.: °' . (a) - $e~o~~.,,.a ~rtds A good and au~fic~;ent toad iri an 8niotint ec~u~-1 to -one ~` ~ hutidxed percent tlob~l o~ the:` approximane: total amount off, the cgatract, as evinced by. the . proposal .tabulation. or othe<rw-iaex, . gua~~tnte,~eing. the gull and ` y . faithful exe~xtioa of the. work and pe:rfozinances . og .the contract.' ;ahd far the protection; of the Cit and a] l th p s~ r ~ y , . o er e~cson against damtkgea by rear~an. of neaglgenee ..of then COr~tXaCtox, or impropek exeactttioA of the ~ r s ~ i .: , wo ,- . •ox „ the u e of inferior mate~rial~a. Thfs .bond sha7.1 provide for the ~repa~c amd.- m~tintensace of all defElct$ dui-tp faulty materials, faulxy ccmbiuatiit~n~t of tiateri~ils, and/or : ~ faulty.. worktpanship that appear wf thin a'. pesr3od of 'o~e...year fxone~ the date- of . corap],et~:on , and acaegtance of ~ the ~,mprov++~msat bY'. the ~ City, or such ~,essex or . , greater period as nay be .'dea3.ggated. in. the Sp~ec3a1; Provis~,ons:. A 1~etrfQrq~ance , Bond will not be regtsire~d if thE< dontra€~t amount cioe~s ~idt exceed X25; 000.00. ~ , - (k11 P,$Y~ent Bbrid A; good, and : eu~ficiear~t bond . in an atns~uat equal to one ~ i h~tis~red leroe~t - cloo.~?. o~ the ` ~ap~roxi~iate tdta~,. amo~t.: off. tie cortra~t. . as , ...evidenced by, the pro~iasal ,.tabulation or .othearw3.ae. :guarapte~a3:hg the: fu].1 and ~ propear px~otect3on off, , all c]~aimants supplying labor and/or ~atesial : ,in the t ' prosecution of tlza .work provaded for in said. contract fog the use of each: ~ such ,claimant, . A. Paymr.~it. Bond will .not .be~ regtti;red if. the;: cQ~tract. amount .does tot cxcoed $25, f1~0. DO.. ~, (C) Other ggtYds.e Othex bonds, if re:quiract in the .Spec~a~ Rrovf~sioas. ~ , ; v- No surety-will..,bea accepted by the .City who in-:itu7w -in defa~tl.t or delinquent on mny bdnds:or who zs 3nterested;.in any litigation agsiast theiCity.. A11, bonds -. shall bas issued by~ aA approved surety company ;authorized to do busixiega in the 5tste :cif . Texas' and acaeptsb~e- to the City, . axid the= surety shall designate an ~ , agesnt who is a x~s3.desnt of. pieces County, Tom.' _ Bach bond -s1~l bas eixecuttrd by _ the Con~ractOr and the surety, ~ Should nay surety on the:"contract bn detesr~cad uosati~faotQry at any .time by ~ ~ ~ .then. City, 'not~.ce wl]. bas ° given.-the Conttal~tdr tQ 'thab. of feet, and the Contractor . shall: mmediate~.y provide a new suacery eatisfacto~ry to . tale :city. ` : No yie~exit ~i,11 be made under -the contract until the newsur+ety,, or.-. aurest~®s.~.as rec~rti.~ed, has ~ ~ , qualifiead ;and; been accepteCt by the City The contra aha3. apt:.. operative nor . ~ , .' will. aty pay+aent~ lam. due: or:.:paid.. tuxt], :appro~ral p~ the bonds has:: beau ;tnada,~:by the ,City. _~. ~. The City ~cegairea that the. Power of Atta~rney sui~i.tted with' ax~y:. auacety bond ,~ 1 (Perforn-ances, : Palnaent, e:tc~,,) be: >signed wi.t~ ~: o~r~ginal : s~.c~sature avid properly dated :and -sealed: ~`. the Event a fadsimile power of Attars is used, .the city must :have on file a awern i~tatet grt~a[ at• officer , og the ;gureCyr .company to .the ~ ~ effect .that the: agent who suns the bond fQ~nn fox.. then surety is curiesntly ~ ~aad standing with the surety ~ .. It i.s; also :requra~i, that that facsidaile be ;a trtTo copy : ; - of the original: Power . of Attorney': on fit; ~ tke aecorde` of ~,ttie, surety .in its home office; not- be aatende:d or, .abridge; eti3:]. 'be iri .full force .and e~ffeat, -and , . that the City .will be notifidd in then evesnt eyf cancsellatou: o£ the:- particular ~ ageent : : r B-3 5 tfon of ~Contraats` ~ y T1xe. pexsoxi or persons, -. partnearsh~p, roagpanY, f ixai, asaocatiion, coxporatioa, " 4 E_~ or joint venture. to whom a contract;is awarded shall, within,.ten {3.01 calendar days after such award and after-the-Contractors has.~een requested to execute .the documents, sign the required" contract, furni~rh the. required insurance ;'"' aertiticates, and execute the required bondsl No,:contract shaxl be binding oat '' ' the City.~nti]..iG has been attested by~the City Secretary; approved se to gorm . by the City. Attorney, executed for the City by the City Manager, and delivered ' to the Contractor. ~ ~~ ' (rev . Nov/ 94) ~~ s SAGE 8 OF 28 . ~~ B-3-6 Failure to Execute Contract: The failure of the bidder to execute the required bonds, furnish the required insurance certificates, and sign the required contract within ten (1Q} calendar days after the contract is awarded and the Contractor has been requested to execute the documents shall be considered by the City as an abandonment of his proposal, and the City may annul the award. By reason of the uncertainty of the market prices of materials and labor and its being impracticable and difficult to determine accurately the amount of damages accruing the City by reason of the said bidder's failure to execute said bonds and contract within ten (1 p} calendar days, the proposal guaraaty accompanying the proposal shall be the agreed amount of damages which Che City will suffer by reason of such failure on part of the bidder and shall thereupon immediately be forfeited to the City. The filing of a prapasal will be considered an acceptance of this provision. 8-4 SCOPE OF WORR- B-4-1 Intent of Plans and Specifications: The intent of the plans and specifications is to prescribe a complete work or improvement which the Contractor undertakes to do in full compliance with the plans, specifications, special provisions, proposal, and contract. The Contractor shall do all work as provided in the plans, specifications, special provisions, proposal and contract, and shall do suds additional extra work as may be considered necessary to complete the work in a satisfactory and acceptable manner. The Contractor shall furnish all labor, tools, material, machinery, equipment and incidentals necessary for the prosecution of the work. B-4-2 Subsidiary Work: In the course of furnishing ar constructing a complete work or improvement, certain work may be necessary which is subsidiary to the items which are established as pay items. Same such subsidiary work may be shown and specified in detail in the plans and specifications, other work may be less completely shown, and other such work which is entirely necessary for the satisfactory completion of the work as a whole may not be noted on the plans or in the specifications. It shall be the duty of the Contractor to cas:zy out all such subsidiary work as if fully shown, and the cost of such work shall be made subsidiary to the established pay item. B-4-3 increased or Decreased Cities o~ Work: (a) The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as €ound necessary, and the Contractoz shall perfozm the work as altered. No allowance will be made for any change in anticipated profits not shall such changes be considered as waiving or invalidating any conditions or provisions of the contract or bonds. (b) A Major Item as used in this Section shall be construed to be any individual bit item included in the proposal that has a total cost equal to or greater than five percent (5~} of the total contract cost computed oa the basis of the proposal quantities and the contract unit prices. (c) when the quantity of work to he done or of materials to be furnished under any Major Item of the contract is more than one hundred twenty-five (1Z5~C) of the quantity of that unit stated in the proposal, then either party to the contract, upon demand, shall be entitled to revised consideration on that portion of the work above one hundred twenty-five percent (125'k} of the quantity stated in the proposal. (d} When the quantity of work done or materials to be furnished under any Major Item of the contract is Less than seventy-five percent (75~} of the quantity of that item stated in the proposal, then either party to the contract, upon demand, shall be entitled to revised consideration an the work performed. (rev. Nov/94) PAGE 9 OF 28 ~....f _i - ~r-r (ey Ariy revised cozssic~eratioa is to be determined by special agreemenC ox as ~ is hereinafter provided under..,"Payment far Rxtra Work": ~ ~ H-~-4 teratfoa of ~]:aias ,and Sn cati~s k .i The C3.ty reserves .the right to make such • changes irk the plans and ,~~ specficatiaris and i,~, the charapter a~ the w~irk s1s may be Accessary ox desirable ~ to_iasure completion'~.a the ~nQst setis~~ctQxy ma~ner,`pravided,suGh changes do ~,~ lioC materially alter. the afgg~.aa1 pleas and spec#,~icat~.ous. ,or .change the- general ~aature of'the work ae a whole. Such changes shall not be<consde~ed as waiving ax nvalidat3n~' any co~nditi.osi ,qr ~>:ovisioa b;E :the contract: -cad bands ~, r~._5 ' After,,-the- award of the contract,:, the Contractor. may develop atxd ;gubmi,t, .:to the '' Changre Proposals (VECP's} identifyr~,s3 potential City Sngfnaer, Value 8ng~er~ . reductions in the cantxact cost. by eE~+~ct:ive ahaag¢g to the contract plans and J` specifications. Aay.:VECP subnGitCal shall t~cluda the fo].it~wiag: _. ,- {1.} The ~ preees~t :contract rAqu$.a~emea~t aYld description a~ .the :proposal change includiag.riay moclificatoue to: the plans :and• speciglcatous. ~ j (:~1. T~}e coidparative •.advaatages. and . disadvant,ageis, of ...both .the present ~ ~ requirement and the pxoposed change. - ~. ~ _ ., (31• An analysis o€ haw Che .-proposed chasyge will.- alter the function, characteristics and/or performance of .a component. ~-t detailed cost estimate compazfng the cost of -the existing (4) A separate . requirea~eut acid the coat . of the ,:proposed change inc~.uding any costs which might be incurred in•.testiag or:evaluaticsn of~..the,pr~psed ahauge, , ~ (5) A coonparative;'pra3ectioA of the operatfranal az~d maintenaixce casts of the \ ~ existing-requirem~t.aad thepropbsed change-,. (6) A pxojectian .oE the; lateBt date which -the V~SCis can be incorporated into. Y r the` contract to achieve:,Enaytimun- oOBC~ savings: ; A;t~'' effect upaa completion time ~ i or delivezy schedule ghould clan be s~ot~d; 'City Eag~,neer shall.hati~~. the CaatraCtor:of~ the,.stahun off, the VECP within The " ~ . the'VECP by the City or rejection of thirty `(3:0) days of its recespt: Acceptarice ~: ~a93;ucer sha1J. lac final. . if the Vk~P ~.~` xic~t aceepti~d.. written. nat3fication wi7.1 r , be provided detiailirig the . re~ioas for tejet'ton., Any V'~Ci? `maiy .be accepted in whole or . is part . r 8xecutioa by :both' paartiea q~ a s~ange. order to . thm .cant><aot .covering, the ; ~. proposed . changes.. sha]:l constitute ap~iroval of the ~ V1~CP . and autharizatton to - the px~ocesd w$th the changes. Until. such-tune as the, change ordea= is executed, :, Contractor .sltiall:perfnrm in accordance wish .the prdvsia~ns•.of .the existing coaGract. ~ ~.~ The mCont~actar+ s share of tte. eavixvgs rasultiag fran approval o~ -the VBCP shall , be #~fty percent:(50~} of the rsa:cost savings calcu}.ated es follows i ~ Cbntxactox`s Shaze.~..50 {existing contract requirement cost,-prapoaed change. '1 '.casts'- tenting and.evaluaticn•cosrs incurred by .the City. or. Contractor). P, be reglectec~l oxY -.the change. order : eppz~ovfag the V'tCP cad This savings will ~ ' . authorizing the change. Deletion of coatracr wark.or construction items aadd ° changes iaitiated.by the City wild: not be considered as vECP'e. in those instances; the City will realizt 100 of 'the;cantract:reductioa or cost savings. .. • ..a (rev. Novf 94) ~ ~: FAGE LO OF 28 1 1 B-~-6 Extra Wark: When additional work not shown in the plans and specifications or reasonably inferred as subsidiary work or as normal adaptation to existing conditions is required, the Contractor shall do such work when ordered in writing by the Engineer. Payment for such extra work will be made as hereinafter provided. B-S CONTROL QF THE WORK AND MATERTAT.~: 8-5 --I Authority of the City SnQineer: All work shall be performed under the supervision of the City Engineer in a workmanlike manner and to his satisfaction. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the work, sequence of the construction, interpretation of the plans and specifications, acceptable fulfillment of the contract, compensation,mutual rights between Contractors under these specifications and suspension of the work. He shall determine the amount and quality of the work performed and materials furnished, and his decisions and estimates shall be final. His estimate in such event shall be .a condition precedent to the right of the Contractor to receive money due him under the contract. B-5-2 Authority and Duty_of Engineers or Inspectors: The City Engineer may appoint Engineers and/or Inspectors as assistants to inspect all work done and material furnished. Such inspection may extend to alI or any part of the work and to the preparation, fabrication or manufacture of the materials to be used. The Engineer or Inspector will not be authorized to revoke, alter, expand, relax, or waive any requirements of the contract documents. 'The Engineer or Inspector will keep a record of the progress of the work and the manner in which it is being performed and inform the City Engineer of same. He is authorized to call to the attention of the Contractor any deficiency of the work or of materials to conform to the contract documents; however, failure to do so shall not constitute acceptance of said work. The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether ar nat the work performed was in accordance with the requirements and intent of the plans and specifications. The Engineer or Inspector shall in no case act as foreman or supervisor or perform other duties for the Contractor nor interfere with the management of the work by the latter. Any advice which the Engineer or Inspector may give the Contractor shall in no way be construed as binding to the City or release the Contractor from fulfilling all the terms of the contract. The Engineer or Inspector shall have the authority Co reject materials or suspend the work until any questions at issue can be referred to and decided by the City Engineer. if the Contractor refuses to suspend operations on verbal order, the Engineer or Inspector shall issue a written order giving the reason for suspending the work. After delivering the order to the person in charge, the Engineer or Inspector shall immediately leave the job site. Wark done during the absence of the Engineer or Inspector under these circumstances will not be accepted or paid for. B-S-3 Conformity with Plans: All work shall conform to the lines, grades, cross-sections, and dimensions shown on the plans. Any deviation from the plans which slay be required by the exigencies of construction will be determined by the City Engineer and authorized by him in writing. B-'S-4 Sxistina Structures: The plans show the location of all known surface and subsurface structures. However, the location of many gas mains, water mains, conduits, sewers, etc. is (rev. Nov/94) PAGE 11 OF ~ 8 ,l unknown,, and ,the City:assumes no responsibility .for failure to shown any ax all .i ~~~. . . of these structures an the: plans or to show them in the~.r. exact location. It fs ~ . mutually agreed such failure will not, be considered sufficient.basis..for claims _ ~ for additional ccrapensation for era work' in any .manner whateoav'6~r unless the C obstruction enevuntered is such ae to n~ce~sitate:sutisGnnCial changes in the lines ar grades or regwires the building of special work far which.xso provision ig made in Che p3~sus and which is not essentially: suba~:dfary to some -item of work ~~ ~ I , . far which .provision is made. zt is assuiaed that, as el~ewli,~re pxovided, the ~ i Contractor. has ttioraughly ~itepected thq site, is itifortned :as to: the correct " lOCation of 8UX'fSCe ~struGtures, has iaciuded the cost O~ such rnci,deriGal work in . the prices bid.:' ar~d has con$id~~ced. and allcri~ted for ;a11 fbresosab~e .:incideatai ~ 1 work due ta varia}~le su~svsface canditians,. whether such ca~di.tit~s arn~d s~tcis work . . - are fully end properly deseribed ` on rye plans or nat.:: Miaoz :;changes and variations :of, the .vaork _speaified and;:shown oz} rise` pla>;~ shall is .expect.~sc~, by the Contractor and` a1~.oq;ed for- as incidental to .,the &atiisfa~tory .coes~pletion of a ~ 1 ... :whole and' ' fuldctoai~g work or improrr~meat Lt f B-,~-5 ,C~g~~taatio2~ of Planes. Sgec~ifi~~icns..:~=~a~riosal ~i $.i,~~.~PrgX,~~~one: ~ ,.: . The p~.ans, gene~l pr~vis~ons, propaaal, spacial provisions, standaxd i ~ specifications and all supplemental documents are fnteri~ded to .desc;ciba a complete ~ ; work-and are essential parts of-the contract.. A requireatent occurring Sri-anY of ~ Chem.. is bndix~. ' Ire ca$e of_.discrepan~ie~a,,. ,figurad dmenSonss.tiall. govern .over t ~ saa~.e d3.ieienaions; plans eha33.. goveac#i over specificatic~z~ t special: provisions . sha11. govern . over .....both . genera}. and standard ; ,speci#icatia; . a~ad Plans and { . , cn[hn~ftiea;;.:shi. Qn Che plates .snail gdverrt'ove~r,,thOSe shov~ri''in the px~posa~.. The e : o~ auy apparent errox o:~r :omi$s3.oa in Che. Coatracto>< : sshal,l: nok; .take advastte. ~ puns and ~ec3f#.catidins, and the c hy." Eag~aleer anal], be p~stted to make. such ~ coxzection8:: or ~,nCerpxetations as may be deeined riepess~ary fa"r the fulfil,l~t of _Che iatettt.~of .the plate and spec3fication~..ln the eveat.~.the "C~ntracror dscgves:s as apparent :erroz or discrepancy,. he shall " imel~datialy. call ,this to the aitttintion of the' Sngiaeerf;, ~ ~ ` •. _ ~ ~'he , CosiCxactp~ will be : ,supp3,ied ~' witiz_ ~ these, (3I .codes pf., thet "plans and r t ~ sgecf catons . 'fhe - Cantractcsac :shall have . avai~.2ih~.e on, tha work, aC all ti~aes one " '. ® raoxk the of said :places aced specificaticri~s . The. Contractor : sha11 give. tb the: . i i~teat : atiteah~.oa necessary Co, £ac3litate the Pra~s~.,.tl~ereaf . "and .he.. shall gate with, the City ~dg~tteerzhis author#.red representatives, and: with. other ~t ,every - utay .possible . .;:fie : COr~ts;8C~Or , $~3."~. provide 'A cp~apetent cortracto~s . in ` _ . as his a euG an super~ntent~,dat on the work at all tiekes~ whq is fully:.suthoz`ired ~ ~ r g the tike wp>:k. SUrh #uperiuteadent s~hal~, .,be ~ capai~~e of .reading .and .urlderata plans and ,spacificatia~is-and shad receive and fulfill instruatis fran tope City ~ F.xsgineer ;or his authorized representatives. The Contractor sisal].' pxotride' cell facil,tiee to enable the SYigirYeer or Ynspcator to iuspact the worka~arsship and- ', F in~o,,the work:.. ,Ort .marine work, the C;ontrac~or a#~11 ,furnish materials: epterng . at3.on as required 'by .the ~giuepr for .the p}x~se of '~aotcrbaat , .txannPort ~ . , kintexiident sha-11: keel the City Bngi~er 'or his Inspecting .the ;work. The supe ` ' representative: inforaned; of .the .work he 3.s. planning.. ko can, and the work schedule. . , B-5-7 ConstiructClon, sta~kin4: , The Engineer will furnish the Contractor with:lines, grades. and.meesus:ements ' +ad for under neceBSary for the proper prosection and control .of the work coatracC ~- these sPecifieations,. Such stakes or .markings .as :the $ngineer tray.establish either. fax his own use'or the. Contractor' guidance'sha11 be preseiwed by the ,, Contractor untiil .authorised by .the Engineer to remQae sari~e. UnneCessasy ~~ destruction. of stakes sha13. not. be allowed by the Contractor. 'rhe Contractor -shall be .bound to exaadine;the stakes. set and-check the lines"and grades thus set against Che .plans and.. profiles. and shall be aacountabie particularly. that _, gutters,.st=uctuxes, acid pipes which draira< in a cextain.direCtion an the plans do sa drain when.constructed. ..+ (rev. Nov/ 941 •_' PAGE 12 OF 28 _. a-5-e Source of Su 1 of Materials: The materials shall be the hest procurable as required by the plans, specifications, and special provisions. The Contractor shall not start delivery of materials until the Engineer has approved the source of supply. Only material conforming to these specifications shall be used, only after written approval has been given by the Engineer, and only so long as the quality of said materials remains equal to the requirements of the specifications. The Contractor shall furnish approved materials from other sources if far any reason the product from any source at any time before commencement ar during the prosecution of the work proves unacceptable. After approval, any material which has become mixed with or coated with dirt or any other foreign substances during its delivery and handling will nvt be pezmitted to be used in the work. New material is required unless otherwise specially provided in the plans and specifications. 8-5-9 S ies and Tests of Materials: Where. in the opinion of the Engineer or as called for in the specifications, tests of material are necessary, such tests will be made at the expense of the City unless otherwise provided. The failure of the City to make any tests of materials shall in no way relieve the Contractor of his responsibility of furnishing materials conforming to the specifications. Tests, unless otherwise specified, will be made in accordance with the latest methods of the American Society for Testing Materials. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not use the materials represented by the samples until .tests have been made. The Contractor shall furnish adequate samples without charge. B-5-10 "Or E al" Clause: All bids shall be based on the specified products. Where two or mare products are specified for an item of work, either one thereof is acceptable and the choice is left to the Contractor. Where only one product is specified, and where the term "or approved equal"or similar wording is used in connection with specified products, the Contractor may, if he so desires, offer for consideration a substitute product which he judges to be equal in every respect to the required product. When a specific process is specified as well as a guarantee of the results, the Contractor shall, if in his judgement the process may not produce the required result, offer for approval an alternative process which he would guarantee. All such offers shall be made in writing to the Engineer after award of contract. The Contractor shall furnish to the Engineer with the first submittal sufficient drawings, specifications, samples, performance data, and other information necessary to assist the Engineer in determining whether the proposed substitution is acceptable. The burden of proof shall be upon the Contractor. No consideration will be given to incomplete submittals. Substitutions must be approved in writing before they may be used. B-5-lI Storage of Materials: Materials shall be stored so as to insure the preservation of their quality and fitness for the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. Particular attention is directed to the storage or structural steel and reinforcing steel, which shall not be stored on the ground. H-5-12 Removal of Defective and IInauthorized Work: All work which has been rejected or condemned shall be repaired, or if it cannot be repaired satisfactorily, it shall be removed and replaced at the Contractor's expense. Defective materials shall be immediately remove from the site of the work. Work done without line and grade having been given, work done (rev. Nov/94) PAGE 13 OF 28 ~l ~~ beyond the lines or not in conformity raith the grades shown .an the plans or. as given. save as herein:provided,-.work dose wthaut.;proper iaspeGtion, or any extra ox unc2assifiecl ,iaar-k donC without r~r~i~tah . auChprity anc~ prior ac~~eement in. writfr~g as ~ to ' prioe$ .shall be done at the Cc~n~ractior"g risk ltd will . be considered ucauthorized and. - at the optioa di the ~ingineet~, may >not . be ` ~stieaeured and Paid for and may be ordered removed .at the Contractor's . expanse.: ~ tTpon failure of tke Cont=actor to repair ,$atie~actQfiatly ar to ramove% afad. replaee ra3 ected, ~ urs~c~thoriiad, or condemned wos•~C "or. . matexi:a~.g f~,t~on-ediately after rmoeving ,;notice=. Eras the ~ng3neer, the, -•Engi~aeer wi~,~:, :: after .giving 'written libti.Ce: to 'th$ ~oatractor, have .the authority ;_1~o ca~usie~ defeotive #aork :tb be relied or remold and replaced flr to, cause. uuauxixe~ ~aark. to='be ~; and tg' deduc~t• the ..oast thereof flea a~ay manias-; due or ~ to~-becoaui dus :'tire CdintracCOr. 4` The, fngi:x}eer wilx make fi;aal. inspection :off all wS~rk iacllxded . 3.n xhe .cantzact as sooa.as practicable after the work: is completed and:teady for.accoptaace:. If this work. irs. Aob acceptable to. the Ss~ginee~ at tha: tine. ;of ouch inspection. he: • ~-i11 faform~: the .~ont~ractor -as to the-;particular defects .to be z~taedied~ before . £iua].: acedptanee wi13 be made. Previous ' i.rictipt • by:..the i±s~gineer or his xepressn~atives during rhg. course p~ the woiCk. aisa~l ,:sot be :; interpreted- as . approval or acegptanre o~ work. or materials wkaict oa~f3ua1 ins~sedtion a~ found to be; defective . pz riots -in accordance :.vrith the. cpnt~act. arsd . xta duly: suXhori~ed ~nodfcati.a~ ' ~.,~ .,~:!#_ Ka~aaty Insneotios~. Forty-five (45) `ta gixty (60) days prior to "the expiration of .the:.mai.ntenance guaranty pexigd . as specified ia' the _eoj[itract dots. a w$rranty ixispection will.:.be made. , :The ~ontractar ~-nay ~ ~notiiied when ,this e~amixsaton w~.l bh~e made so ghat ba. ar his •representati.ves ;.may be ;present .. , , , .Within the= maintessasice .guaranty. ge:Fiod, •":the `Contractor. when .ordered by the. ~gineer, , ;shall > icepai$, replace: `or reapui3,d~ auc~~-FQrt~:;t~as yvhl.r;~h are ;found to be faulty;.'becauae of •materials~ .ax . .workmsrish3~. The Coxitractor siia3.1:; bin the rd~.el. work w3~thin ten- (ZO) caleadar~s cif ;wrf,tt~ order•,by the Sxigiheer. In .case :the Contxactor iioes..,r~pt s~arr _ :. ... . ~ .w within .the at~ove Came , limi.t,., ox in: case; af: sue= en~ergesicy':coxid~.t~i.on, .oaused• by faulty work.:the City ma-y take ' .remedial action acct , chaxge :the coat ttsereof against the .Cox-t~aetor and/or his surety. .: B=6<. TY~: ~ P'OSLIC 'RSfi~lNS~~L~ ^. - ~~-.6~=I -Lairs tb 'be Obe~s ~ - ''The `c3ontxactoac.rsba3:l Ott all Gi~aea .observe axad ogmply with.. a11. ~'edera]~ .arid State Laws and City ordizaancas and` regulations whic~l i;n. anp te~axliter- .affect tha conduct- . of the work axid ahal], : observe and comply .with, all -ardare; laws, o~cdiparxcea. and reguti.atipns .which exist or which may : be euactad lacer :-b'Y bodies. having . iu~rsdictfon. ox• authority; for such- eaaictmeut> iJO ~ple~s of misunderstiandiag or ignorance thereof will bs . conside~ci. -The Coatra~ctor .:and his surety s3aa11 indeianfy: °and save harmless -the CitX and aY1; its `officials. ;agents. aiiid 'emp7.ayees agaiinat `as~y. claims- or-3.iatility arising fro~a :or based .o:t.:=ties: violatlo~x of -say such Iaw, ordinance, : regulation or order,- 'whether by.hitnself oac ..hie employees . B-6- Pe and Lic The Contractor. shall Procure -all legally zequixed building, plumbing, electrical.and other pets. and iieenses, pay all charges anad fees iexcept City. fees)';. give all notices necessary and incidental to the dae and lawful .prosecution of the. work, and arrange for all building, plumbing," electrical or other inspections as appropriate.. (rev . Nov/ 941 PAGE 14 4F ~8 ~•, t u~ .~ Y ~ r -. ~, i. } ,. -- ., .a t, ~1 .a . 1 l J B-6-3 Patented Devices Materials and Proce ses: If the Contractor is required or desires to use any design, device, material or process covered by letters, patent or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner. It is mutually agreed and understood that, without exception, contract prices shall include ail royalties or costs arising from patents, trademarks and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the City from any and all claims for infringement by reason of the use of any such patented design, device, material or process or any trademark or copyright in connection with the work agreed to be performed under this contract and shall indemnify the City for any cast, expense, or damage which it may be obliged to pay by reason of such infringement aC any time during the prosecution of the work or after completion of the work. 8-6-4 SaniCazv Provisions: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infection or contagious diseases and to prevent effectively the creation of a nuisance about the work or any property either public or private, and such regulations as are required by the Engineer shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such paints as will be approved by the Engineer, and their use shall be strictly enforced by the Contractor. All sanitary laws and regulations of the State of Texas and the City of Corpus Christi shall be strictly complied with. 8-6-5 Public Convenience and Safet Materials stored about the work shall be so placed and the work shall at alI times be so conducted as to cause no greater obstruction to the traveling public than is considered necessary by the Engineer. The Contractor shall, upon direction of the Engineer, make provisions by bridges or otherwise at sidewalks and private driveways for the free passage of pedestrians and vehicles provided that, where bridging is impracticable ox unnecessary in the opinion of the Engineer, the Contractor may make arrangements satisfactory to the Engineer far the diversion of traffic and shall, at his own expense, provide all material and perform all work necessary for the construction and maintenance of roadways and bridges. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials or plant used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, water valves. gas valves, manholes for telephone, telegraph, signal or electric conduits, sanitary or storm sewers and fire alarm or golice call boxes in the vicinity. The City reserves the right to remedy any neglect on the part of the: Contractor as regards the public convenience and safety which may come to its attention after twenty-four hours notice in writing to the Contractor except in case of emergency when it shall have the right to remedy any neglect without notice, and in either case,the cost of such work done by the City shall be deducted from monies due or to become due the Contractor. The Contractor shall notify the Fire and Paiice Division Headquarters when any street is closed or obstructed. Where the Contractor is required to construct temporary bridges or make other arrangements for crossings over ditches or streams, his responsibility for accidents shall include the roadway approaches as well as the structures of such crossings. The Contractor shall mark all detours as directed by the Engineer so that the entire route of the detour is designated, such markings to be by neat and workmanlike signs large enough and so painted and so placed as to be clearly visible. (rev. Nov/94) PAGE 1S OF 28 ,i ~-'} - -6-5 P s o o r S t - f-W i ~1 Far ..the perfo*ma^_^R- of the " contract , the Contractor w311 be permitted, to oocupy 1 such porCigris o:~ streets. or alleyedr other ptablic places or other-.right-of-way, ~ as provided for in the ordinances : of ..the Cit~i, . as shown oa .the :p3,ana . or as Permitted by ;the Engineer. A x~asonahle writ o~ tools. ~tate~ia],s ~Ld equfpment r~ for consrrixctiaa purposes may be stored ~.n. such space 'but not mgrs thaw ig necessarg to -avoid delay. is the cohBtruction. ~~ccava;~ori ~d waste materials : i shall be piled or stacikad in such away ae not `to interfere wiKh spaces that may be designatetd to be left free ana unobstr~tc~~ed:; Otter ~ontra~ctors of the. City r 1 may,, fcralZ purposes be ret~elired by their contracts; .enter u~lcn_:the work -and.. ' premises used by 'Che' Corttiractor, and the eot~tar~ictor shah.::gi~ve. to other contxactora of the C~.ty all reasoaab].e ' facilities Arid asaa.starice for the com~iietioa: of aajoi~i~ work.- 'Any additional grouxu~a desired` by the Contractor , ~ for hi.s use-shall be provided by him at his.owA cost .and expa..' ~i G=7 RaiZ~+av Crises s SA'here the work en~roachea`upon any right-cif-way of a~ay railway, the City will `~ secure. the neceesaty ea~semesit .for. the work.-. Where; railw~-y , ~~r~icks .are `to be '~ crossed, the Contractor :shall; observe all the regulatf.or~ss aril i~astriictox~s : of :.the railway..company;as to eethods of doing the work or ~recautigns fbr safety of ProPe~y and . ~, pupiic :..Ali ne:gotiatioils, With ;:the railway company, ~ceept 'far r } .right=of-way. , stiall :ire loads "by the Contra~otar. The raiilway' company shall be ~ zlctlfied by the 'Contractor ~ not less than fiire {~) days ppirea~;ous to time . of his Y ` intentions.. to begin the work: - They. Con~raCtor 'will not 'be paid direct- - coiapeusation for such railway czos~iag but shall redei~~te ~on~y tHa co~},3e~aation r -~ for such railway crossing as set out is the proposal. 1. Br6-8.... Traffic ! ~o~x~Pl devices s ;. . .,. ,. Wk~re .they: corit~cactQr" s gperattoaa~ axe carried on ~ia ar :adjacent to airy :public public place and whisk, i;a the opinion of the City Bagineer, righr~of way dr ,, , . it~terfsrgs ; w~,tri~'nor~pati vehict~:ax au~d pedeetria~ "traf$io, the Contxatgtor shall talcs ., aPPriate n.~easures: to prnta~ pe~eons p xt~ ' and "thQ.:tKOrk_.: Such ~ r ~asuree stal]. inalucld:I~t not=.be li~ited ~o bacrica s, "1i9hts s~.giis, fences, V voaC~htnen. Scxoh; moa~~s shad bg.. _~aket~ . to , ex+Clude or route ~l.agm~x-, 'ahd ~ 1 _ pedestrian .and :vehicuiar.tratfic around the work and. area- of:ope~ratioris. Barr~:cades,`lights, signs -.and fla shah be uti],zed~`ia accordaintse kiith the , Uniform barricading `Standards . Pr~,ct.~.ceg ;as .adopter 2~y the City. , - The : Contractor; shad be responsible for a~.l e~amages to persons, prope~y -and " - - the work occaeioAed 'by his apara~"io~as . axed. laid' re~pc5risibility shall not -cease .until-the project has been aeCeptett by the City °, H ,6-9 IIse -os~~: - ... : i .:.- $hou~d ills Contractor elect.: Co use ~arp].osives. `ia the prosecution o~ the work,, ~ , . the .utmpst, Care ehae~l be: exercis~d'`Bo as riot to , endarig~r ,life or pxtiaperty. The city - shaill :riot be held ~able*' for damag®s done by ,Contractor irk the use of - .i explagiyoes : - Thee.: Contactor shall notif~i raper r~Si~e~entat~,iies , of axiy public aexvi~ce corpoacation, at'Yy .c an of .any iadiv~dual not ~,e"~s than eight Isl bourn r cndaager their or his ` da a ' ' i h i i ' o ~ , ~ ta~ e o gg g t pg f. eac~ ves whiCY m is 8avaace of t • itsei red or ke t e St ' o p . Wherever.eXplosives ax property along. or adjacent to. the work. ~- they. shall: he .etored.in a..sa£c:aad secure, manner, aad.ah sCorage please shall nearked "DDS .H~LDSIV'88" and shall be under tha: care of a be ,plainly , , . cetnpeuent. watchaeen at ail ties. . 8~6-i0 . Parotection acrd Restoi~ition of Property: i 3 Where-the work passes over or through private property, the City will provide -' such right-of-way, Tlie-Contractor shall not eater upon.private-Property for nay purpose without .having previously obtained permission. fray the owner. The " Contractor shali.be responsible for the preservation of and shall use e.-ex~- precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, ~_. ' (rev . Nov/ 9.4) PAGE 16 OF 2S .. i I culvezts, bridges, pavements, driveways, sidewalks, etc., to all water, sewer and gas lines; to all conduits, to all overhead pole lines, or appurtenances thereof; and to all other public and private property along or adjacent to the work. The Contractor shall be responsible for all damage or injury to the property of any character resulting from any act, omission, neglect or misconduct in the execution of the work or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition similar to equal to that existing before such damage or injury was done by repairing, rebuilding or otherwise restoring as may be directed, ar he shall made good such damage from injury in a manner acceptable to the owner or the Engineer. In case of failure on the part of the Contractor to restore suds property or to make good such damage or injury, the Engineer may, after forty-eight {48) hours written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild or otherwise restore such property as may be determined necessary, and the cost thereof will be deducted fram any monies due or to become due the Contractor under his contract. B-6--11 Re nsibilit for Rama a Claims. The Contractor shall not commence wark under this contract until he has obtained all insurance required herein and such insurance has been approved by the City. The Contractor shall not allow any subcontractor(s) to commence work until all similar insurance required of the subcontractor(s) has been so obtained. Within ten (10) calendar days after the date the City requests that the Contractor sign the contract documents, the Contractor shall furnish the City with certificates of insurance evidencing that the Contractor has obtained insurance coverage of the types more particularly described below in parts {a) through (e) of this section. (For self-insured workers' campensation coverage, other documents, specified hereafter, may be substituted for the certificate of insurance just described). The workers' compensation insurance policy need not list the City as an additional insured. Additionally, all certificates of insurance shall state the name of the project in the "Description of Operations" section of such certificate. These certificates and any subsequent insurance certificates in connectian with this particular contract shall be delivered to the offices of the City Engineer. The Certificates of Insurance shall state that ten {10) days written natice will be given the Cfty before any policy covered thereby is changed or caaceled and shall shown the following minimum coverage in an insurance campaay acceptable to the City. The City reserves the right to modify minimum limits based upon the nature and scope of the work. The Contractor agrees to comply with the Supplemental Insurance Requirements stated in the "Special Provisions" section of this contract. (a) General Liability, including Commercial General Form; Premises - Operations; Explosion & Collapse Hazard; underground Hazard; Products/Completed Operations Hazard; Contractual Insurance, with an endorsement on the face of the certificate that it includes the "Hold Harmless" in the last paragraph of this provision; woad Form Property Damage; Independent Contractors; and Personal Injury MIPIIMUM INSURANCE COVERAGE 9odily Injury and Consequent Death $300,000 Per Person bodily Injury and Consequent Death $500,000 Each Occurrence Property Damage $100.000 Each Occurrence {b) Automobile Liability - owned, Nonowner or Rented: MINIMOM INSURANCE COVERAGE Bodily Injury and Consequent Death $100,000 Per Person Bodily injury and Consequent Death $300,000 Each Occurrence Property Damage $100,000 Each Occurrence (rev. Nov/94) PAGE 17 OF 28 ~~ - (c) Wc~~Cera'_Comoex~~r~. obi F and gsc,~nat oval Dise gds - - The Contractors shall obtain .~aarker's cacapel?satioa insurance coverage- through a ;licensed insurance campauy or through seYf-inaurance~obtainsd im accordance with Texas law. If .$uoh coverage. ie obta.ned through a licea8ed insurance ~~PattY, then the contract for coverage shal]. be wrritten on a` policy and el~dorsemQats a-ppxoved -by .the .Texas State >~o~ o~ Ipaurancs . . ~~ finch coverage is 'pxovided thtough `ssl~-~~asural~ce, thex within. ten f~8) calendar `days....after., the .date the -City r~uasts that the Contractorr -sign the cori.tract docvan~ants; ,the Contractor s11 ;~rov~.da the. GtiY .with a 'copy of its - certificate of auth~~iCy to gel:-insure its wa>Skers` cota~egsation coverage as well ' se a, letter, .s:~~ggnneed by Ghe Co~trac~or, ~tt~t~,ng that the c~~ctific. ate- :af au~thori~y„ to eels it~ure remains is e~~cct :and is not t#~e~ subject .of ,any re~v4`cation prt~Ceeditg the pending.: b~,i'ore" tl>;e Texas Wo>ckers • Cot~ensation Caeriission. Ivrther, if • at any; time ' begare f3riai accepts of they . Works by the City, . such certificate og .authorityy. to, ae~.f.-insure: is' ravoked or its ~1na~de the subject. of any .proceed~.ng-which could r~eeult in revocation .cf the .;certificate, then the CoatxaCtor eliall imm~ediately.pmVi~ wr:ttem'notice of 'such facts to the CC., by certified n1ai1, - xeturn receipt- 'requested direct~ad : ~o s City: esf Coxpe~s sti, Degartnt ot'~Sngiaeerieg SerViceB~ P.O. Hox:9277,.Corpus Christi, Taxas 784~9=~ Atte~ltion: Cpntract Ad~iaistratoz:. :: Whether~ workers' cxxxspensation fnsuranee Coverage is provided through a lcenserI nsesraate• company. or through self-leurai0ce, "the coverage provided must be in an amaurit. suf~cicnt to:'.assure that. all worlcer•° compebsat3~: abligations„ineuacred by the ,Contractor will be .promptly .met..' (d? , ~ . it , I~inn~tsm_~~ragce: CQVeraae ~100~. 0,OQ~~ ~Ferson . i (e1 ~ufldpr• a Risk xnsuran~r,~~ e3Yrrrarre: _ - , ,C¢atacactor ~ wilt:, be res~neible.: fbr provdia~ builder' e . trick , iinsurazzce ooverage for the trsxm of the colttract= up; to :and xncluclrig the date the City E311al1y accepts. ttaz projeot. or work.:, ~ulder'~s risslc' cpvore,ge~;:;sha}j.: be an "A].1 ... Risk": form`.:: 'ilie .policy shall be a csotnpleted va3,~1e~ forth. The` GQxatxactor shall p7~ovide. such burtlder' s risk coverage , as ~. lldicatad ':its the S~reaial. proveioas, which f is estimated to be : Che vaxue a~ completiord e~f the dal ors personal `p>±opertry to• be':constructed, :rQpai>red or. otherwise i~roved;:urider the> cont7cact. Contractor shall }ae responsible-.:for paying ,ail: costs.. necessary: to procure gu~ch I~luilder' s risk ~.nsua~nca ~averag®, inc~ucli~g amy dsduicatibla: Ttia City s~tal~. be flamed ari additional insuxed on any policies "pxnvidn~ bruc.~s it~urat~ce coverage: In the event 'of `accidsnt;s .of :any kind,. Ch6 CQnt>raotor shall furnish the -City with :'cosies : of all., .re~iox#~ "such . accidents , at the _ gams tiu~e that the -reportis are `.fotwarded:,ta any:other.interested parties,. It shall be the Contractor's-primaxy respcasibiiit~ ;for fmtnedately `notifying the ~ carriers of az~y or~ all insurance 11I1~$~ thi$ EQ11txACt 111. the eV~Itt< Of a 3cnown loss or 'claalm pret3ented to the Contractar.by the.-City. or a. third .party. Gontractor agxees:: to indemnity,. save ha>^~ess aacl~, defend the ..City, its agents, servants, and employees, ~ and each og thet+a against atsd hold it and them harmless froth any and ,all lawsuits, claims.. demands; liabilities;. losses and expenses,. including oourt;costs:and.attoz~eys' fees,; .for 4r .on account of '.any injury to ariy pea;t~ron, or any. death. at: any time -xesulting froth such ixsjury, or any dati~age to any propax~ty, which may arise or which may be .alleged to have arises out of. or in connection with ChB work coverced:by this contract:. Tha.foregoiug indemtl3Cy shall apply except:if-such.iajuzy, de$th.or dataage.is caused directly by-:the negligenee.or other fau~:t of the City, its agents, servants, or employees or any other persats indemnified hereunder: 7 1 f x 1 (rev. .Nov/941 PAGE 18~ OF 28 B-6-12 Contractor's Claim far Dama es: Should the Contractor claim comgensation for any alleged damage by reason of the acts or omissions of the City, he shall, within three (3) days after sustaining such alleged damage, make a written statement to the City Engineer, setting out in detail the nature of the alleged damage: and on or before the twenty-fifth (25th) day of the month succeeding that in which any such damage is claimed tp have been sustained, the Contractor shall file with the City Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the City Engineer access to all books of accounts, receipts, vouchers, bills of lading and other books or papers containing any evidence as to the amount or such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractors claim for compensation shall be waived and he shall not be entitled to payment on account of such damage. 8-6-13 Public Utilities and Other Pz,+onerty to be Chortled: In case it is necessary to change or move, the property shall not be moved or interfered with until ordered to do so by the Engineer, unless the plans or specifications show that such work is to be done by the Contractor. The right is reserved to the owner of public utilities to enter upon the limits of the contract for the purpose of making such changes or repairs of their property that may be necessary by performance of the contract. The City reserves the right of entering upon the limits of the contract for the purpose of repairing or relaying sewer, gas and water lines and appurtenances, repairing structures, etc., and making other repairs, changes ar extensions to any City property. B-6-14 Temporary Sewer and Drain Connecticros: When existing sewers have to be taken up or removed, the Contractor shall, at his cost and expense, provide and maintain temporary outlets and connections for all private or public drains or sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers; and far this purpose, he shall provide and maintain, at his own expense. adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own expense, shall construct such troughs, pipes or other structures necessary and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such time as the permanent connections are built and in service. The existing sewers and connections shall be kept in service and maintained under the contract except where specified or ordered to be abandoned by the Engineer. All water or sewage shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will adequately be protected. B-6-15 Arran smart and a for Water Furnished the Ci Where the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the City of Corpus Christi, Department of Public Utilities for so doing. However, this in no way obligates the City to provide water. B-6-16 IIse of Fire Hydrants: No person shall open, turn off, interfere with, attach any pipe or hose to, or connect anything with any fire hydrant, stop valve or stop cock, or tap and water main belonging to the City unless duly authorized t4 do so by the City of Corpus Christi, Water ^ivision Superintendent. B-6-Y7 IIse of a Section or Portion of the Work: wherever, in the opinion of the Engineer, any section or portion of the work or any stricture is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these specifications or the contract pending final (rev. Nov/94? PAGE 19 OF 2B ,-, f~ rf j ~_. completiaa and acceptance of the work; all nocessary repairs and removals of any ~ ~ section of the work sa put'into use, due to defACtive materials or workmanship or tc operatione~of the. Contractor, sha-11 be performed 1~y the: Contractor at his ; awrl cost and expense. g-. t at ~. , y The City res~srves the Yght to nhake essential i:iaatall:ation of `items not ' included. in the contract prior to ~ceptance;of the project fxoq~ the-COatxactor. Wi~hln this right; the City nkE~y,lat ~otfi~r contracts or.~aay' do such worlt~:with its ~' overt materials -and labor' fo~+ces:- The city; in sesarrr~g=-this tight:, warrants -that it will coapsxate with-the`Comt~ractor's feraes amd'goalia: The ContraCtior"ehal3 ' not ~ot~unit or' permit any set whiff' will interge3re vifiith aha .perfoes of work by shy other coatraGtor or.'c4mptxny. or ,~ .City ei~plpyees: The CcSntractar shall r ~ cpapexate: to the: end.that~ tihe .City:'~iiay reali~e'n complete" fumctaning..-of the project on-the date of phial Acceptance. Y B-6-~.9 CQanitractor~ s Resoonsbil,,,~.Cy,_f~ ^: i~T.,~rl~; . , , ~CTntil. w~ittea~ acceptanae :4Y Che. `~gir~eer ae' provided for in, Che~ae 3 i ; specifications, -the ~"work sha~7:l, be uad~tr-::.the cia~gs . care of this Caritractor, -and he shall take emery necessh~y precaution , Co: prevent is}ux~-' or .dasaage.; to .the ~ ~ i :work or •a~riy: part thereof' by '~ct~~• of tfte,.aietrtents or` frota any ~.ather cause . whatsoever, whether as'ising Stan- the ~ e~cmcutiion: or 'aori~e~cu~6n. of the "w~ark. The ~ , Contractor s~aXl arebuild, repsir xesto7~e " hnd make ~abd. at has ,own: `cgs.t and expense, al.l it~juzies or damages to ~Y portion': of the work oocasioned ~y.:a~ of the hereiaabove cau$es.. .-. } 6~ ~ Q 'Na , Waivgr of . Lesra7 Right z i _, „.: .: . ration liy the Eas~iheer, an~~ brdcr, ' mmeasuretget:t, quantity opt; aertfi. cats ~~ • r by .the ~gineer any ord~e~r':~- ,the iby "for payae~t of . money; any paytinent for .ar acce~itagce; of ~ Y~ w~trk, or any sactex~loa of timer or. aia-y possession: rake:~a by the ~. ' City shall.-riot operate ~-s a wa~v~er of : girovi~i~o~ pf the contract or axiy power th$rein reserved to _the City of any-ghta or daa3ages thereih provided. Asay ~ ~ waiver o~ .'any. Hpeach,. oi~ contract shelf,: ~ot.:ba h~lc~ t~ be ±waiYer" bf any-: dthex or subs,~equent' lsreacls:..The, City resex•vts the right.•,ta .correct' any' error tt}at:.may be '. i discovered in any estitaate;:that they have been paid ,atu~ to adjust the .:same tQ meet remits of 'the canraraat aitd :specs"ficatio~ ; -The City ras~erves tine right r , to cl ` m'arid recover by process of lativ"sue as~~~m~y Y,e suf~icieat to aorx:ect'any error: or sssake; good.. any.. deficetiay`- in the work re$ult"ing frrrm such error, ; ~ dishonesty'ox collusion. upon the~eoalel~ve proof of collusion or dsht>aesty by - the.Gantractor,:or;his agents-and the.Sngineer:or his assistants, d3.scoveeed in the work's#ter the final payment has: beez'.ntade. - ~ ' ~~~ 21 ~ pica i and- sss3: _ ~ ~~~p~~ The' ~ConCraCtor shall hold the City, ire; a€ficial~, , eibployE"ses, attos~xieys, and ` , agents harmless sad •shall indeasn fy tlxe City,. its officials.. employees, attorneys, aad..agents from any and a11.damage0..iajus-y, or liability whatsoever ~' from ari. act: oz osts:Lssxan of the Cant~aGtor.- or _anY,: subcdntxactor,. supplier., . materialmari, or their officials, employees, agents.,, or consultants, or any wozk done • xnder the contract or in~ coruzsctioa, the~rewitih by "the. Cstiiitractox, or say ' subssontractor, au$p3:er, raaterialman, or their, officials, ~` employees, agents, or • , consultants, or the operations. or activities of :the Contractor ox any subcontractor, supplier, rs~aterialman; Or their dffiCialB, etttplOye@s, agent8, Or ` COn6~ltant8. t~ 8-6-22-Tax Exenmtion Prdvlsi~: Contracts awarded by the. City of Corppus: Christi. qualify for. exemption ~~ pursuaxiti to the provision of Article 20.04 (H1 of the TexBS Limited Sales, Excise- .-, and:. Use Tax. Act: • ,,_. - - i1 (-rev. Nov/94) PAGE 20 OF 28 • ~~ The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with State Comptroller's Ruling #95-0.07. Any such exemption certificate issued by the contractor in lieu of the tax shall be subject to the provisions of the State Comptroller's Ruling #95-0.09 as amended to be effective October 2, 1968. B-7 PROSECUTrON AND PROGRESS: B-7-1 Sublettiny the Wark: The Contractor shall perform with his own organization and with the assistance of workmen under his immediate superintendence, work of a value not less than fifty percent (50~) of the value of all work embraced in the contract exclusive of items not commonly found in contracts for similar work or which require highly-specialized knowledge, craftsmanship and/or equipment not ordinarily available in the organizations of Contractors performing work of the character embraced in the contract. No portion of the work covered by these specifications and contract, except contracts for purchase and delivery of materials, shall be sublet without written permission of the City. If the Contractor sublets any part of the work to be done under his contract, he will not, under any circumstances, be relieved of his responsibility and obligations. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees and/or workmen and shall be subject to the same requirements as to character, competency, wages and hours. The City will not recognize any subcontractor on the work. The Contractor shall, at all times when the work is in operation, be represented either in person or by a qualified superintendent or other designated representative. $-7-~ pg~~~Lmwnt of Contract: The Contractor shall not assign, transfer, convey or otherwise dispose of the contract ar his right, title or interest in or to the same, or any part thereof, without the previous consent of the City Council and concurred in by the sureties. If the Contractor does without such previous consent assign, transfer, convey or otherwise dispose of the contract or of his rights, title or interest therein, or any part thereof to any persons, partnership, company, firm or corporation, or by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract or make default in or abandon said contract, then the contract may, at the option of the City, be revoked or annulled, unless the sureties shall successfully complete said contract; and any monies due or to became due under said contract shall be retained by the City as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. 8-7-3 Prosecution of the Work: Prior to beginning construction operations, the Contractor shall submit to the Engineer a chart or brief of his work schedule outlining the manner and sequence of prosecution of the work that he intends to fallow in order to complete the contract within the allotted time. Whenever, during the course of the work, this planned sequence and/or method must be revised, such revision shall be submitted in writing to the Engineer. The Contractor shall begin the work to be performed under this contract within the time limit stated in the Agreement and shall conduct the work in such a manner and with sufficient equipment, materials and labor as is necessary to insure its completion within the time limit. The sequence of all construction operations shall be at all times as directed be or approver by the Engineer. Such direction ar approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the contract. Should the prosecution of the work be discontinued by the Contractor, he shall notify the Engineer at least twenty-four (24! hours in advance of resuming operations. (rev. Nov/94) PAGE 21 OF 28 r, :~ _ r~II S- -~ L s ~ _. t The taork shall be so conducted as to create a:.mixtimum au~unt of 3.nconvenierlce ~ to the publie . At any time wheb. ixt the j ud~ent of the- ~ga.n~ez.:. the Contractor has obstructed or clasesa or is Yin9 on~pe rations pn a, greater portion, .of the a_ street or public way thaw is riacessaxy fox the proper escecution af..the work, the engineer ynay require tha Contractor to finish the~aections on which work is in , progress before operations are started on aay additional~scction.. ~ . ~ j: B-7 ~ [~.aracte~of ~ork~n-and Sa~uinmet~t: _ a ..Local Iabor shall ba used by the Contractor if availal~~.e. ` T1~e Contractor may bring 3.n from cattside the City his, key employees axed superintendent.. All other employees,,iacluding equipment operators, may be.,iasgortied only after the local supply'is exhausted. The Contractor shall. e+~play- 8ucl .supersi~tendeats, fc~.:.aud ±.rork~een. as are careful and competent- acid :the Sagiriecr tna~r' demand the , dismissasl of aixy p'e~csan or persoma employed by, the Cpxitracto~ is~; (about or oa the work who shall e1#-scontiuct l~asse]~f pr be inetxnpetenC ar negli.gent is .:the ps~per gerfoz~p:arice a~ his or their duties .ar uegZect.cr' x~fuoe to :ccmp~.y with. tha. direetion$ of, the L~ineer. -and such per~aon or pex~ons gh~ll ridti tae employed ~2iereQn again without. the rgritten consemt af: t~ ~ngize~aer. All works all .have' su~fc~ent skill anc~ experience to perform properly the wor~C assigned, them'..:.7['he i~AtS~actor~ sha7.l: ~ur~.sh such equpt as is considered heeess~Y f4~ t#~ prp8~cut~,oi} of the work;: in an . acc~sptable manner and at a ; sat3sfactoxy rate ..of ; prog~e8~ : Ail , equ~.pt41ent, tools and' machinery used far handling makesria~s and: exscuti~ng .any' -part ;of the work shall be subject .to° :the appraval~ of ,the , Sngne~er ;, shall be maintained. in a `eatis:~acCpry w+aa~king condf'tion;: ~quiprit on any port3:ou of the ,work. shah be . such that no injury to the'work'or:adjacent property will result from its use.. H-^T~6 Workinex HOt1T8: - -Work ; shall ., bee dose: only .during tY1e: regular and commonly accepted and. f p n9' haltre:; No: work oa :at~y,, uxiit . of this contract shall be . reecribecl ~rarki ~ performed before 7 am..;,ar after 6 p:.m.,.or pu sunday, or on a regular,:hol3day -ae listed. in the detin#,tions..unleae epeca]:,:pes~nie~ion:.i.s gvea..in writ3ag by . . the Eng#ueer. : 3+hocepted: from°.the p~ceding $ha1]. be thr setting-"of flashers.. maintenance of bax~.caales; .wetti,~g of: concrete:^~ng mats, and. such .riesasures as the Contractor; rmits~t :take ; to protect :li£a and. property. > as are of axi . ea-erget-cy nature and not ~rterely exteasio~ : Of the.: regular working. clay. Atterition is `directed to the.deffnition:for contract:. time. B`7_7.'}'~~ae~,~}~ CcasnesemBllt:.and~~l~gtio~ The Contractor 'shal~.l conunence the work rrithiu the time specified. -and the .rate of progreg$ sha~.i. be such. that the ,whole work . wi~:l. be ,performed and the pre~nisee cleaned- up isi accordance with"tkie coritraCC, plans and speaifica-tions wish a the: •tiimES lintift specixed~. fn ',the. contract unless an extension of time be made : is the 'inanYier hereinafter specified. . ,. -7Y8 `.8xtension of Tia-e of..,letioh:; :: - The .Qoatractor ~ shad be emttled to as exCerlsioiz of times . as. provided herein only when claim for such extension is sub~aitted to Che City fn writing by the Contractor wittiia seven. (7) days. i~roin and after the rims when any a}.leged cause of delay shall occur,-and then only-when such claim is approved by tads City. In. adjusting the-contracC time`for the aomQleCion v~ -the pzaject, un#oreseeable cause.beyond the control and without the:fau~.t.or negligence of :.the Contractor, including but not restricted to inabiiity.tQ obtain.suppliea and materials.-acts o£ :(hod, or the-public enemy, acts of .the owner;..fires. .floods, epidemics, quarantine xesCrictions, strikes, freight emi5a~rgoes. unusually eeveke weather conditions (weather which is beyond the :norms]. weather recorded.'atad expected for the season or seasons of .the yea~yr in the' records af. the .Nations]. (?ceanic and Atmospheric Administration's Climatic Data-Centery, or delays of subcaatractors (rev. Nov/94~ PAGE 22 OF 28 ~ 'i ~~ due to such causes; all provided that actual stoppage of work ensues and no fault of the Contractor is involved. If the satisfactory execution and completion of the contract should require work and materials in a greater amount, or quantities, than those set forth in the contract, then the contract time shall automatically be increased the same proportion as the cost of the additional work bears to the cost of the original work contracted for. I.1o allowance will be made for delays or suspension of the prosecution of the work due to the fault of the Contractor. 8-7-9 Comautation of Contract Time for Completion: For the purpose of computation, the contract time shall begin with the tenth (10th) calendar day after the date of the written authorization by the City Engineer to begin work, or such earlier date as work, other than the delivery of materials, is actually commenced. The Engineer shall furnish the Contractor a monthly statement showing the days (calendar ar working} charged during the month. If no protest as to the correctness of the statement is filed within seven {7) days by the Contractor, the statement will stand. Contract time shall be charged as described under the definition thereof. B-7-10 Failure to Comalete on Time: The time of completion is the essence of the contract. For each day {calendar or working) that any work shall remain uncompleted after the time specified in the time specified in the proposal and contract, or the increased time granted by the City, or as automatically increased by additional work or materials ordered after the contract is signed. a sum per day will be deducted from the monies due the Contractor, not as a penalty but as liquidated damages. This sum of liquidated damages per day will be as shown in the special provisions, proposal or elsewhere in the contract documents. The sum of money thus deducted for such delay, ar noncompletion is not to be considered as a penalty but shall be deemed, taken and treated as reasonable liquidated damages since it would be impracticable and extremely difficult to fix the actual damages, with such sums of money to be deducted from Contractor s monies at the time or times such damages begin to occur, thence to the completion of construction. B-7-1i Su nsion b Court Order: The Contractor shall suspend such part or parts of the work ordered by the Court, and will not be entitled tv additional compensation by virtue of such Court Order. Neither will he be liable to the City in the event and for the time the work is suspended by Court Order. B-7-12 TemflararY Suspension: The Engineer shall have the authority to suspend the work wholly or in part for such period or periods as he may deem necessary due to uasuitable weather conditions as are considered unfavorable for the suitable prosecution of the work. If it should become necessary to stop work for an indefinite period, the Contractor shall store aII materials in such manner that they will not obstruct or impede the public unnecessarily or become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work and erect temporary structures where necessary. The Contractor shall not suspend work without written authority from the Engineer and shall proceed with work promptly when notified by the Engineer to resume operations. (rev. Nov/94} PAGE 23 OF 28 -13 Su erasion of o k an t of C ct: - The" work or any .portion `of.the~ work undercontxaCt-shall be suspended inunedi.ately on written :order. of. the City, ~gineer . or the :City Mahager, a copy of such notice to be served on ,the Contractor's sureties, or the contract taay be _ atmuled.by-the City-for ~ good cause cr causes, 'among.athers of which-..special reference is made to the fo]aowirsg: , {a) Failure of the. Contractor to staxt the work- within the. specified number of calendar days froarthe date:of.written noCice:by the City to begin-the. work. _ (b) 5~be~axit.a~. evi.de~ace thati the Progress of the vwbrk" dieing inad~ by the Cbat~ractor is insufficient tq complete-the work wizhin:thu specified time. - f. (c) Fai.].ure of. the.Cont.~ccto~ to p"rovid~ sufficient.and'propcr equipment for 'proper]:y executing the. work. (d) Substantial evidence that thB Contractor has abandoried.'the wor)c. {e) Substantial evidence that ' Ghe .Cgnt>:actc-x lies become .. insolvent or bankrupt,.ar otherwise financially unable 'tc. carry on the work. (f) Deliborate failure on the part of .`the Contractor.to,observe any reggiree~antis of.the~e specifications or •to comply' with any orders givet<' by `the Exigneer as provided far in .these specifications. (g) Failure of the : Conntractor to "praA+ptly make. goad. any, defects in -natierals; or ~tarldnnans~.P, or ar~y de~etsfs of any nature, the. correction of wh1Ch has been "directed; is "writing liy the . ~.ngineo~. - (h} Subat~ntfal evidence df .collusin~3- .for the 'puxpose~ of -illegally procuring . a contract. -or : perpetratiiag fxaud on `the City iiq~ ~ the cAti~txuctiaa of the work u~xder contYaat.:; When; the work, 3.s s~8pended' far any of, they causes iterini~ed above :or for any other `canoe ;or; causes the Contractor shall dsccynt,inrte the :work or such .part thereog as 'the City : sbal~, : desgfiat~,. sahereui~On t~ stuetee m~Y. at the3.r :option; aseu~e :the contract or that potion. thereof whi~sh the.':City.has=ordered'.the. Contractor tb discontinue. and may: perfoim the same, oX may, ;with `the ,written consent" of the City.;.sublet the wank or l:ha~ portion DoE the' wo~ck $ai .taken over, provided :however that:.the...st~reties soli exercie~4, thex..opt~on:." ~,f at a11. w3.thin twsa,. (2) ,weeks. ,after' the written #~tice to dieccnt3aue the word bias been setr~ed upon. the:. Contactor `:and ` urn' the at~reteg or - the~.r avtharued agents . The sureties in. sucih event sh~tl: assume..the"-Cori~xac~o='~o-place in: all respe~cta, uud s1aa7.I : be paid by ,the City for a1]. wbrk 'pet~or~d by` them.: tt accordance ; rtth the . terms . of the contract : Ail enonise iramaiiang due the Contirsctor at: the time of his default' shall Chereupan become. due. and .p'ayalsle .Co -the. sureties.:::as `.the -work progresses,, aub~ect'to all, the tex:ns of-the contract. ~n case the sureties. do not, <'.~rftt~i.n~ the hareinabcve" specified. tune. " e~erCise~ tiheir right and option to assum$.,the contract or= that portion thereof,'.which the=City: has ordered the Contractor ~a discontinue, then the .City' eha"ll harre tie power = to :" complete by contract or otherWiste as`ft mey deem neceesa $nd the COritractor hereto a sea that '.the. City shall. have the...right to. take : posse~sian bf snd use atiy of the mater~ils, pl,ar~t, tools,.: etluiPidelnt. `supplies aitid. pproperty of evdzy -kind° provided by .,.the Contractor for the pulse .of has ~rork. and . to 'procure other tools, equip~neat rend .enater3als for fhe completion ct -the ' eaa-e. and to Charge to the account o~ the Cor~tracno~ the expenaee of staid cotract or •' Labor, ',materials , .tools,:equipment'and"expenses incidental thereto. The expense so charged shall be 'deducted .by the: City out of such moxifes :ae :inay` lie due ox may' at any time thereafter become due the Contractor under axld by virtue of the contract or 'any part thereof. The .City shall not be required to obtain-the lowest b~.d for the work of aompletfiig the contract, but the expenses to be deducted-shall be the': actual cost of such work. In case such dense is less than the .sum which would (rev . Nov/ 9 ~4 ) . PAGE ~4 OF 28 ~~ - r ~ , ~~ - ~i -1 ., ~.~ a. .~ • 4 {_~ E~ .~ ~ ' ti~ ~~ have been payable under the contract if the same had been completed by the Contractor, then in such case, the City may pay to the Contractor the difference in cost provided that the Contractor shall not be entitled to any claim for damages or for loss of anticipated profits; in case such expense shall exceed the amount which would have been payable under the contract if the same had been completed by the Contractor, then the Contractor and his sureties shall pay the amount of such excess to the City on notice from the City of the excess due. When any particular parr of the work is being carried on by the City by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the contract, and in such manner as not to hinder or interfere with the performance of workmen employed as above provided by the City. B-7-14 Termination of Contract: The contract will be considered fulfilled, saved as provided in any maintenance stipulations, bond or by law, when all the work has been completed, the final inspection made by the Engineer, and final acceptance and final payment made by the City. B- B AND PAYMffi~Tr B-B-1 Measuremr._nt of Quantities: The determination of quantities of work acceptably completed under the terms of the contract, or as directed by the Engineer in writing, will be made by the Engineer, based on measurements made by the Engineer. These measurements will be taken according to the U.S. Standard Measurements, used in common practice, and will be the actual length, area, solid contents, numbers and weight. It is pointed out that inclusion in the standard construction specifications of paragraphs describing methods of measurement and payment is not intended to imply that separate payments shall be made under each such standard specification. The units for which payment shall be made are those stated in the proposal. B-8-2 IInit Price: Where in the proposal farm a "Unit Price" is set forth, the "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, appliances, plant and equipment appurtenant to and necessary for construction in every detail and the completion in a first class, workmanlike manner of all the work to be done under these specifications. The "Unit Price" shall also include all permanent protection of overhead, surface and underground structures, cleaning up, finish, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements, delay, profit, injuries, damages, claims and all other items not specifically mentioned that may be required to construct fully each item of the work complete in place. B-B-3 5c a of Pa t- The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, equipment and incidentals; for performing all work contemplated and embraced under the contract; for all lose or damage arising out of the nature of the work or from the action of the elements; for any unforeseen defects or obstructions which may arise or be encauntered during the prosecution of the work and before its final acceptance by the Engineer; for all risks of whatever description connected with the prosecution of the work; for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the work as herein specified; for any infringement of patents, trademarks or copyrights; and for completing the work in an acceptable manner according to the plans and specifications. The payment of any current or partial estimate prior to final acceptance of the work by the City shall in no way constitute an acknowledgement of the acceptance of the work nor in any way prejudice or affect the obligation of the Contractor to repair, correct, renew, or replace, at his expense, any defects or imperfections (rev. Nov/9~} PAGE 25 OF ~8 ~t ~ ; fn the construction or in the strength or duality cf the materials-used in or ~ _ about- the constr~ixction of the w~oxk uxider contract and its-. appuxtenancea, nar any damage due or attributed to such defects, impexfectione.ar damage:shnll have been discovered pn or before the final inspection.and:acceptance:oE the work. The Engineer shall be the sold. judge of such'.defecoa., imperfections or !!~ damage; " aiid the-. Contractor, shall be liable to the city for failure:. to correct the j. ` same as provided herein.:.. - Extra week authorized.and approved by the City Engineer and performed: by the ij Contractor .will - be paid for `itl the. manxiex herainaf ter .described, and the f ll - u cacnpensation thus provided shall be .accepted b]' the Contractor ae payment iu ~ ~ all labor, ptiattiral, Coops, cgit~pntent and ixxc~:denta]~s. .arid. all tore. . supexintendents• time arid. timekeepers' sexvfces, all i.n$1~'aace,'' bond and all. ~ - other oiierhead expenses incwc5ced in the proseceitioxi of :'the extra work. Payment for extra work wi11 be calculated an one of the FaJ.lcwing basYs, subject to all ,! othex` conditions of the contract: . ._ (a) 8 unit px:ices agreed on in writing by"both parties, payment to he for ~ i e quantityactually instialled.as finally meai~ured. ~ t f~ (b} By a lump sofa. price agreed or>> fxi wrGYiq by berth partieffi . :, ~ (c} By aatusl field cast of the` work plus fifteon percent .(15~} as ' described hex:einbelow;. agreed on in writing-by bath parties.: In. the ' event eaitra work ie to be perfordried axld paid. Eor" under" this method, ~: field 'coat of the wprk~ will a.txcltide. the most of .all . acLUai the ' ; . .. mecha~nGica` and lal~orars', and materials. warka~en, ' ~orem~ timekeepers. . supp~~ies; " trucks, xental`".or -machixiezy equipmexst, ~ onlyr for' the titae ~ , actually ;edrployed or' ueetl on such. extxa' wotk, plus: all power, .fuel,. 3:ubricants, water and similar apexating expet~cs, a;rd a rateable ~ proportion of premiums qn Perfor:tiai~ce ' :and ':Payment Bdiids, .public liability ..and iRO.rkmen' s Cot~~e action and aid. other ut~urance regiciz:.ed V r by: "leer or: ordi~aanae. ~he'SUgi,t~er wi.~.l ~ifrecC. tote forma` is wh3,~h tihe ' or actual geld.-cost wi11 ~ kept 'and 'wi~.I. specify ixc writing accounts : ~ . of . d~sittg 'the "woork; : and -the . t~rpe: ;arid "kind . cs~ ' ~naehinery acid .. tho .method' , egt[~.@nt to be used, and sha11 have autliozity to suspend such extra . ~ . ~udgeanent- it is 'b'eing conducted. in ~- manxcer wasteful of wox:k ' 3f ~ in his . equipment, or lalpgr, or is :net .being.prose%wted..in an material8. :~ _. 'The f if teem pexGerit (15 ~) b~ the act€ua7~ field cost ` eff f oent= ~nat~e7e.. . to . be paid the Cantracta~ shall coveer .end compenma~e "hin -for profit. Y- ~ overhead, general auperinuexzcls~ice." aa~d field office ex~fense, and all other elements-`of"Cost axed" expense. ncC embraced within tihe. actual i! field "cost as : herein specified. Thee • Contsractor sha~.l .give the Sagineer access .to all accounts.. bi;ils,.imtoicea and vouchers xelating . thereto. ' Che evant~ agreement: carat be reached` oa method or ~irices of payment far In ` • , exCxs work; .the City ~eaerves the right to-enter an the jbb. with .fts3' own forces- - of to hire. ocher contractors to perfartt- such extra work-. ," ' . j 7'he City eouacil o#.the City of Corpus Christi has adopted the fallowing .~ Constz:uction..Change "Ordsx Policy which will. be- apppplicable to all City construction projects. aund'the Contraatox: is hereby advised 'to be so .guided i~n ii the proceeding wxth..any item of wgrk'which he considers to be :extra work: - - (a) X11 change orders require written quotations and must be approved in ~: writing by the Contractor and the-City engineer or his representative prior. to ,~ the work being done'. . ~a (rev. Nov/94) PAGE 26 OF 28 lJ (b} A11 change orders in involving an expenditure of $10,OOD.00 or more must be approved by the City Council. (c} The City Manager, or duly authorized Assistant City Manager, has authority to approve change orders between $S,OOD.00 and $10.000.00. The City Manager may authorize change orders in excess of this amount only in emergency situations where undue delays could cause damages, either physical or monetary, to the City, Contractor, or general public. However, final approval must be granted by the City Council. (d) The City Engineer has authority to issue change orders up to $S,DOO.OD. (e) The total amount of all change orders to a contract shall not exceed 25~ of the original contract price. Contractors are advised that the City is under no obligation to appropriate change order(s) which have not been prepared and executed as stated herein. The addition of items of work covered by unit prices may be performed without written change orders unless the quantity and cost of such work, in the Engineer's opinion, require such written change orders, in which event the Contractor will be so notified. B-8-6 Partial Estimates: After the twenty-fifth (25th} day of the month and at the Contractor's request, the Engineer will make an approximate estimate of the value of the work done during the month under the specifications, which approximate estimate may include the full net invoice value of acceptable non-perishable materials delivered to the work (i.e. materials on hand). The Contractor shall furnish to the Engineer such detailed in formation as he may request to aid him as a guide in the preparation of partial estimates_ It is understood that the partial estimates from month to month will be approximate only and all partial estimates and payments will be subject to correction in the estimate rendered fallowing the discovery of an error in any previous estimate, and such estimate shall not in any respect be taken as an admission of the City of the amount of work done or of its quality or sufficiency nor as an acceptance of the work or the release of the Contractor of any of his responsibility under the contract. In determining the partial payment to be made to the Contractor, the City will retain five percent {S~) of the total approximate estimate, unless otherwise stated, and will deduct payments previously made. No partial payment will be made when the said estimate or the estimates of work done since the last previous estimate is less than One Hundred Dollars ($100.041 in amount. All retainage is due and payable to the Contractor upon successful completion of the project and will be included in the final payment. Payment shall be withheld as elsewhere herein specified. The City reserves the right to increase the retainage. In contracts in which the total amount bid is Four Hundred Thousand Dollars ($400,000 or more and providing for retainage of greater than five percent (5$) of the total estimate, the amount retained shall be deposited in an interest beariag account and the interest earned shall be paid to the contractor upon completion of the contract with the final payment, unless withheld as otherwise specified. B-B-7 Withholdin Pa ent: Payment of estimates may be withheld if the work is not being executed in accordance with the specifications and contract and/or to cover known claims as elsewhere specified. 8-e-e Final Cleanup: Upon completion of the work and before acceptance and final payment will be made, the Contractor shall clean and remove from the site of the work suzplus and discarded materials, temporary structures, and debris of every kind. He shall (rev. Nov/94) PAGE 27 OF 28 t"i .i -`l ~~ ~. leave the site of. the.work.in a neat, orderly condition, equal to that which ; originally-existed, surplus and waste materials removed fr~a the $ite o$ the be d3.epoae~d of at locations satisfactory to the Sngineer. Such final - -work shall . cleanup. shall in.get~rai be .considered as subsidiary to the;eetablished pay items as a whole. ~~ ths lmprov~mt provided for. by contract shall. have been co4npZetely Whenever . per>Eormed on then part' of the Gontract~or, the Contractor stial~. notify the Shgineer 4~ ~ that :the imProyement ~s' ready for final ins~ctisan.. T)ie ga~m~er will then. make such finial inspectoa~ acid if~ the taaick is s$t3gfaotory amd in B-CCO~dance rviCh, the spacificati.ons aa~l . caatract, he will earthy guoli 'cga4pletiom fot`. Final - AcaepGamae ... ~r - for by comtract shall: Ulave kie~ eoiapl~etely the ~ ia~rove~nt •provided Whenever ,•-, . , per~Q~ed ~n thes Part of the Coatracto~c as evidemced~. by t3he Bngiaeer in the Certificate of Final inspection and_Accepta~ce, .a.fima7.. esCit-faate.showng the ,_.; value of the work will be prepared by t • Engineer as soon a.a the necessary ' . ~~ <.prior, e~tit~tea upt~r~ which autations. ,can be made., measuremertte . $nd Coce} . r . , Payments live been made ale subji~ct to ~esearY 'corx~cta~on~ or revisions is the ' ti , final, payment.:: The: aiiaount of this final eacimate, le$a ;ally suaas that have been d th a i ' ~ ~ e i i1: be, P of they : ~ont~ract, :.w deducted or rtitaineed . u~r the. prov~,sions to the'G~.tiy ,sa of money due fished fox anc~ ~ :sacs ls~ dad thu Co}ttractor f the form o~ an:affidavit(s). }.s, a~;pelrattis, . fi~u~es, .. or _ _ of the r'ror)t have:' been: paids o= that ~_the Pezsbr4 . or .persons. to Whom tike a~ maX respeCt~irel.y be d1,~e Y#ave corir~erated ~c ;such f3xxal payment. The irove~t-eat :wall °not k~e ,recaptended for ~i~. ;Acceptance until,., tAh~B ~payatent af-fida~vit .hafg beCrt stt}atnitted. ~yhe acceptance f :by tkt~ . CQn~raator o~ .: r.~e last paystiesmt . arc :aforesaid' shall operate F s .slid a~a11.-.lie a release to the C~tY . from all c~axais ~ or liabili~ias under ::thee o~ntr~ect for anything don8 or' ~urq~.shed or relating to the w!orlt ender this ~aottract< or 'for any act of neglect of said pity re~ati>ig to 6x couteCted with the contract .. , .The CaxCractor.. shall ~ .maintain and keep, ~.n good r. e~sair: < :.the: - 'work herein contracted, to bQ ,dome anti' "perfdrrtied ;Eqr ai: period of~ one '(i) year from the date of acceptance, cr for such lesser or :,greater period~as taay-b~s~spec~ally provided, shall do .ail meceseary .backfil~:. that ,may. ar~.ae on, accot~t~~ 'of •:sunken aonditonr~ in ditc3hea, ar othc~se:, ,and, s!~]. do and :Per~ottn a]~l ~ae~saary work a~>'repair any defective condition: growing, out of .ar arising Exam thes ln~ra~r joining.. p£ tha, same, or on ~accouat of any .breaking of the. same caused by the.sad Contractor., in laying' or building tl~ie' gams; ox ~op accoi~t': df ati~ defect arising in atYy bf saidd gams. of said work laid or constt`ticted by""" sa#.d _'~ontrAOtor . or an accouxit of imP~oper .excavsat~.on ox baokfilling, it be~iig undeYSt~od'. that the puxliose~. of this ' section is to nav$r all defective oomdttoas- arising 'by reason of negligexi-ce of tke Contractor, or b~- reason of defective materials, -:work or labor . performed by' the.. said: Contractotr, ` and in case: the, eraisl. Cdntr$~ctQr ,shall fail to' da sa, it. is. agreed. that. the: City. may do said work anti :supply such ..materials,. and charge the .same against the said Cont~ractar .sur¢Gies on this obiic~ation. This provision'shall further, and in addition, be evidence by. the pxav~.sions of the Perforriiance Band ox such oilier bond as may be required:. `...'."~ Lrev. Nov/94} PAGE 2$ OF 28 ~~ PART C -- FEDERAL WAGE RATES AND REQUI~tEMENTS Page 1 of 3 General Decision Number: TX070122 02/09/2007 TX122 Superseded General Decision Number: TX20034122 State: Texas Construction Types: Heavy and Highway Counties: Nueces, San Patricio and Victoria Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 o2/a9/zoo? SUTX2005-007 11/09/2008 Rates Fringes Asphalt Distributor Operator... $ 12.42 0.00 Asphalt paving machine operator$ 11.57 0.00 Asphalt Raker .................. $ 9.36 0.00 Bulldozer operator ........... $ 10.90 0.00 Carpenter ...................... $ 10.71 0.00 Concrete Finisher, Paving...... $ 12.18 0.00 Concrete Finisher, Structures.. $ 11.16 0.00 Concrete Rubber ................ $ 10.50 0.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator ....................... $ 12.55 0.00 Flagger ........................ $ 7.17 0.00 Form Builder/Setter, Structures $ 11.47 0.00 Form Setter, Paving & Curb..... $ 9.65 0.00 Foundation Drill Operator, Truck Mounted .................. $ 15.32 0.00 Front End Loader operator...... $ 10.05 O.OD Laborer, common ................ $ 6.35 0.00 Laborer, Utility ............... $ 9.09 0.00. Mechanic ....................... $ 13.17 0.00 Motor Grader Operator, Fine Grade .......................... $ 13.78 0.00 Motor Grader Operator, Rough... $ 15.00 0.00 Pipelayer ...................... $ 9.00 0.00 Roller Operator, Pneumatic, Self-Propelled ................. $ 8.57 0.00 Roller Operator, Steel Wheel, Flat Wheel/Tamping ............. $ 6.57 0.00 Roller Operator, Steel wheel, Plant Mix Pavement ............. $ 9.49 0.00 Scraper Operator ............... $ 9.67 0.00 Servicer ....................... $ 10.75 0.00 Structural Steel Worker......_. $ 14.00 0.00 Truck driver, lowboy-Float..... $ 14.15 0.00 Truck driver, Single Axle, httpalwww.wdol.govlwdollscafilesldavisb acon/TX122.dvb 6/27/2007 Page 2 of 3 Heavy .......................... $ 11.39 0.00 Truck driver, Single Axle, Light .......................... $ 9.00 0.00 Truck Driver, Tandem Axle, Semi-Trailer ................... $ 9.39 0.00 welder ......................... $ 18.00 0.00 Work Zone Barricade Servicer... $ 8.97 0.00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. -------------------------------------------------------- -------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCE55 1.) Has there been an initial decision in the matter? This can be. * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage an,d Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis--Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process httn://www.wdol.~ov/wdollscafilesldavisbacon/TX122.dvb 6/27/2007 Page 3 of 3 described here, initial contact should be with the Branch of Construction wage Determinations. Write to: -_ Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an ~~ interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.} If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION httpalwww.wdol.gov/wdollscafilesldavisbacan/TX122.dvb 6/27/2007 A G R E E M E N T THE STATE OF TEXAS ~ COUNTY OF NUECES § THIS AGREEMENT is entered into this 13TH day of bIl~Y , 2008, by and between the CITY OF CORPUS CHRISTI of the County of Nueces, State of Texas, acting through its duly authorized City Manager, termed in the Contract Documents as "City," and H & G Contractors, Inc. termed in the Contract Documents as "Contractor.," upon these terms, performable in Nueces County, Texas: Tn consideration of the payment of $6,688,561.58 by City and other obligations of City as set out herein, Contractor wi11 construct and complete certain improvements described as follows: WOOLDRIDGE ROAD RECONSTRUCTION PHASE 1 STAPLES STREET TO AIRLINE ROAD BOND 2004 PROJECT NO. 6267 {TOTAL SASE SID: $6,688,561.5$) according to the attached Plans and Specifications in a good and workmanlike manner for the prices and conditions set out in their attached bid proposal supplying at their expense such materials, services, labor and insurance as required by the attached Contract Documents, including overseeing the entire job. The Contract Documents include this Agreement, the bid proposal and instructions, plans and specifications, including all maps, plats, blueprints, and other drawings, the Performance and Payment bonds, addenda, and related documents all of which constitute the contract for this project and are made a part hereof. Agreement Page 1 of 2 Wooldridge Road Reconstruction, Phase i Staples Street to Airline Road Bond 2004 Roadway Improvements Part A - Roadway Improvements Bid Item Quantity Uuit Description Unit Priee is Bid Item Figures Eatenaion A 1 S9 STA Preparing Right of Way, complete in place per station $ 1,200AD $ 70,80D.00 A 2 49,874 SY Excavation (Roadway), complete in place per sJc care yard $ 9.00 $ 448,866.OD A 3 1,514 LF Concrete Header Curb, complete in place per linear foot $ 21.70 $ 32,853.84 A 4 1,484 SY Concrete Driveway, complete in place per square yard $ 48.40 $ 71,04fl.00 A 5 51,077 SF Concrete Sidewalk, complete in place per square foot $ 4.00 $ 204,308.04 A 6 3,570 SF Concrete Curb Ramp, complete in place per square foot $ 6.00 $ 21,420.04 Concrete Bus Pad, (8" with curb}, complete in place per A 7 273 SY square yard $ 97.D0 $ 26,481.00 A 8 57 EA Aluminum Sign (Type A), complete in place per each $ 60.00 $ 3,424.00 Roadside Flashing Beacon Assemblies (School Zone) {LED) A 9 2 EA (Bola` Powered), complete in place per each $ 6,825.00 $ 13,650.00 Work Zone Pavement Marking Non-Removable {White) 4" A 10 2,606 LF (Broken), complete in place per linear foot $ 2.1D $ 5,472.60 Work Zane Pavement Marking Nan-Removable {White) 8" A 11 858 LF (Solid), compkete in place per linear foot $ 2.10 $ 1,171.SD Work Zane Pavement Marking Nan-Removable (Yellow) 4" A 12 10,940 LF (Solid), complete in place per linear foot $ 2.1D $ 22,974.D0 Wprk Zone Pavement Marking Short-Term (Tab) Type A 13 825 EA White, complete in place per agTch $ 1.14 $ 907.50 Work Zone Pavement Marking Short-Term (Tab) Type A 14 847 EA Yellow-2, complete in place per egch $ I.10 $ 641.70 Reflectorized Pavement Marking Type I (White) 4" A 15 2,600 LF (Broken) (90 Mil), complete in place per linear fool $ O.SD $ 1,300.00 Reflectarized Pavement Marking Type I (White) 8" (Solid) A 16 676 LF (90 Mil), complete in place per linear foot $ 1.10 $ 743.60 Reflectorized Pavement Marking Type I (White) 12" {Solid) A 17 1,587 LF (90 Mil}, complete in place per linear foot $ 3.20 $ 5,078.40 Reflectorized Pavement Marking Type I (White) 24" (Solid) A 18 1,559 LF (90 Mil), complete in place per linear foot $ 6.30 $ 10,451.70 REVISED Addendum No. 3 PRDPDSAL FDRM Attachment No. 1 3 of 19 Page 3 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Band 20tl4 Roadway Improvements Reflectorized Pavement Marking Type I (Yellow) 4" (Solid) A 19 11,198 LF (90 Mil}, complete in place per linear foot $ U.40 $ 4,479.20 Reflectorized Favement Marking Type I (Yellow) 24" A 2D 162 EA (Solid) (90 Mil), complete in place per linear foot $ 8.40 $ 1,360.80 Prefabricated Pavement Marking Type C (White) {Arrow), A 21 7 EA complete in place per each $ 183.80 $ I,286.60 Prefabricated Pavement Marking Type C (White) {Word}, A 22 7 EA complete in place per each $ 210.00 $ 1,470.00 Reflectorized Pavement Marker Type II-A-A, complete in A 23 419 EA place per each $ 4.20 $ 1,759.80 Refleetorized Pavement Marker Type I-C, complete in place A 24 198 EA per each $ 4.80 $ 950.40 Flexible Base {Complete in Place) (Type A, Grade 1) {5.5"}, A 25 32,448 SY complete in place per s~i uare Xard $ 8.90 $ 288,787.20 Flexible Base (Complete in Place) (Type A, Grade lj (8.5"}, A 26 36,342 SY complete in place per square yard $ 12.20 $ 443,372.40 Type CHot-Mix Asphalt Concrete Pavement (2"), complete A 27 35,636 SY in place per s uare and $ 9.25 $ 329,633.00 Emulsified Asphalt Treatment (Base or Subgrade) (MC-30}, A 28 32,448 SY complete in place per square yard $ 1.OD $ 32,448.OD Asphalt for Surface Treament, complete and in place per A 29 32,448 SY sic uare yard $ 1.10 $ 35,692.80 Aggregate for Surface Treatment, complete and in place per A 3fl 32,448 SY surd $ 2.60 $ 84,364.80 Plane Asphalt Concrete Pavement (2"), complete in place A 31 3,188 SY per s oars and $ 3.85 $ 12,273.80 Geogrid Base Reinforcement (Type 1), complete in place A 32 71,562 SY per u and $ 3.40 $ 214,686.00 Conduit (PVC) {Schedule 80) {1-i/2 In}, complete in place A 33 125 LF per linear foot $ 23.10 $ 2,887.SD Conduit {RMC} {Conduit on Pole) (1-L/2 In), complete in A 34 60 LF place per linear foot $ 189D $ 1,134.00 Conduit (PVC) (Schedule 80} {4 "), complete in place per A 35 720 LF linear foot $ 22.1D $ 15,912.00 Utility Pavement Repair (Shallow Conduit), complete in A 36 808 SF place per square ,y_ard $ 1.60 $ 1,292.80 REVISED Addendum No. 3 PROPOSAL FORM Attachment No. i a or 19 Page 4 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond 2004 Roadway Improvements Power Cable (2-1 Conductor) (6 AWG}, complete in place A 37 270 LF per near foot $ 2.80 $ 756.00 Power Cable (3-1 Conductar) (l2 AWG)1LSN, complete in A 38 27D LF place per linear foot $ 5.30 $ 1,431.00 Electrical Conductor (No. 8) Insulated Ground, complete in A 39 1,240 LF place per linear foot $ 1.90 $ 2,355.00 Electrical Service Type T (1201240) 000 {SS) GS (N) OT A 40 1 EA (U), complete in place per each $ 4,016.3D $ 4,416.30 Electrical Service Type ~' {1201240} 000 (SS) GS (N) OC A 41 1 EA {U}, complete in place per each $ 3,150.00 $ 3,150.00 Ground Box (Type D} With Apron, complete in place per A 42 I9 EA each $ 913.50 $ 17,356.50 Drilled Shaft Foundation (Traffic Signal Pole) (Type 24-A), A 43 45.6 VF complete in place per vertical foot $ 157.SD $ 7,I82.00 Drilled Shaft Foundation ('Traffic Signal Pole) (Type 36-B}, A 44 121.6 VF complete in place per vertical foot $ 215.34 $ 26,180.48 Pedestrian Signal Section (16 in} (LED Count Down), A 45 16 EA complete in place per each $ 682.50 $ 10,920.00 Vehicle Signal Section (12 in} (LED), complete in place per A 46 73 EA arch $ 210.00 $ 15,330.00 Back Plate (3 Section} {12 in} Vacuum Formed, complete in A 47 15 EA .place per each $ 78.80 $ 1,260.80 Back Plate (5 Section) (12 in) Vacuum Formed, complete in A 48 S EA place per each $ 105.00 $ 525.D0 Traffic Signal Cable {Type A) (4 Conductor) (14 AWG), A 49 775 LF complete in place per linear foot $ 1.4D $ 1,472.50 Traffic Signal Cable (Type A)(7 Conductor}(14 AWG), A 50 335 LF complete in place per linear foot $ 2.40 $ 804,00 Traffic Signal Cable (Type A}(16 Conductor)(14 AWG), A 51 3,010 Ll~ complete in place per linear foot $ 3.50 $ 3,535AD Traffic Signal Pole Assembly (Steel) 1 Arm (32 Ft.), A S2 4 EA complete in place per eac $ 8,253.00 $ 33,012.00 Traffic Signal Pole Assembly (Steel} 1 Arm (44 Ft.), A 53 4 EA complete in place per each $ 9,030.00 $ 36,120.40 Pedestrian Pole Assemblies (Pedestrian Push Button Post}, A 54 8 EA complete in place per each $ 7,875.DD $ 63,000.00 Pedestrian Detectors (Push Button}, complete in place per A 55 l6 EA each $ 113.40 $ 1,814.40 TS2 Controller Cabinet Assembly with Foundation, A 56 2 EA complete in place per each REVisED $ 29,400.40 $ ~~~ ~ PROPOSAL FORM A hsnent No. 1 s oft 4 Page 5 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond 2404 Roadway Improvements A 57 2 EA VIVDS Processor System, complete in place per each $ 12,075.00 $ 24,154.00 A 58 8 EA VIVDS Camera Assembly ,complete in place per each $ 1,$37.54 $ 14,700.00 A 59 2 EA V1VDS Set-Up System, complete in place per each $ 1,391.30 $ 2,782.60 VIVDS Composite Cable (Coaxial Camm~nication & SIC A 60 1,240 LF #18 Power) (ISOTEC}, complete in place per linear foot $ 2.70 $ 3,348.00 Signs (R10-12) (Signal Mounted}, complete in place per A 41 5 EA each $ 404.30 $ 2,021.50 Internally Lighted Street Name Signs (LED} {8 S), complete A 62 8 EA in place per each $ 3,937.50 $ 31,500.00 A 63 2 EA Remove Traffic Signals, complete in place per each $ 8,242.50 $ 16,485.00 Part A -Sub-Total Roadway Improvements (Items Al thru A63): $ 2,799,344.28 ttRVrsEO Addendum No. 3 PROPOSat. FORM Attachment No. 1 6 of I9 Page 6 of 19 Woaldridge Rosd Reconstructioe, Phase 1 Staples Street to Airline Road Bond 20U4 Roadway Improvements art B -Storm Water Impravements ,.. 5' Curb Inlet (Type C} (Complete), cornplete in place per B 1 26 EA each $ 2,S25.fl0 $ 65,650.00 5' Curb Tnlet (Type C) (Modified) (Complete), complete in B 2 9 EA place per each $ 2,925.00 $ 26,325.00 B 3 12 EA 5' Curb Inlet Extension (Type E}, complete in place per each $ $25.00 $ 9,900.00 5' Curb Inlet (Type C-P) {Complete), complete in piece per B 4 11 EA each $ 3,064,00 $ 33,660.00 5' Curb Inlet (Type C-P) (Modified) (Complete}, complete in B 5 7 EA place per each $ 3,300.00 $ 23,100.00 5' Curb Inlet Extension (Type E-P), complete in place per B 6 7 EA each $ 825.00 $ 5,775.00 B 7 11,850 LF Concrete Curb 8c Gutter, complete in place per linear foot $ 10.50 $ 124,425.00 B 8 1 EA Concrete Sidewalk (Drain), complete in place per each $ 315.00 $ 315.00 B 9 1,350 SF Utility Pavement Repair, complete in place per square foot $ 6.00 $ 8,100.00 Trench Safety (Storm Water), complete in place per linear B 10 7,200 LF foat $ 1.00 $ 7,200.00 18" Reinforced Concrete Pipe {Class IIl), complete in place B 11 1,304 LF per linear foot $ 56A0 $ 73,024.00 24" Reinforced Concrete Pipe (Class III), complete in place B 12 127 LF per Iinear foot $ 51.00 $ 6,477.00 36" Reinforced Concrete Pipe {Glass III), complete in place B 13 417 LF per linear foot $ 72.10 $ 30,065.70 42" Reinforced Concrete Pipe {Class III}, complete in place B 14 153 LF per linear foot $ 88.00 $ 13,464.00 48" Reinforced Concrete Pipe (Class III}, complete in place B 15 369 LF per linear foot $ 104.00 $ 38,376.00 4 F'i'x 4 FT Concrete Box Culvert, complete in place per B 16 834 LF linear foot $ 143.00 $ 119,262.00 R~visEn Addendum No. 3 PROPOSAL FORM Attachment No. 1 7 of s9 Page 7 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond 2404 Roadway Improvements 5 FT x 4 FT Concrete Box Calvert, complete in place per B 17 1,167 LF iiaear foot $ 182.00 $ 212,394.00 5 FT x 4 FT Concrete Box Culvert, complete in place per B 18 1,958 LF linear foot $ 214.00 $ 419,012.00 7 FT x 4 FT Concrete Box Culvert, complete in place per B 14 615 LF lutear foot $ 269.00 $ 165,435.00 8 FT x 4 FT Concrete Box Culvert, complete in place per 13 20 205 LF linear foot $ 341.00 $ 69,905.00 Part B -Sub-Total Storm Water Improvements {Items B1 thru B20): S 1,451,864.74 REVr3Fn Addendum No. 3 PROPOSAL FORivt Attachment No. 1 S of t9 Fage 8 of 19 Wooldridge Rosd Reconstruction, Phase 1 Staples Street to Airline Road Bond 2U04 Roadway Improvements Part C -Waste Water Improvements C 1 1,465 LF 8" CIPP, complete in place per linear foot $ 44.10 $ G 2 466 LF 10" C1PP, complete in place per linear foot $ 52.50 $ C 3 1,011 LF 12" CIPP, complete in place per linear foot $ 63.00 $ C 4 2,305 LF 15" CIPP, complete in place per linear foot $ 77.70 $ C 5 73 EA 4" Service (Wastewater), complete in place per each $ SOO.OD $ 4' Dia. Wastewater Manhole {<6') (Fiberglass), complete in C 6 7 EA place per each $ 4,240.00 $ 4' Dia. Wastewater Manhole (Extra Depth) (Fiberglass), C 7 35 VF complete in place per vertical foot $ 600.00 $ 4' Dia. Eccentric Wastewater Manhole with Drop C 8 1 EA Connection (<5') (Fiberglass), complete in place per each $ 4,325.00 $ 5' Dia. Wastewater Manhole (<5'} (Fiberglass), complete in C 9 7 EA place per each $ 5,700.00 $ 5' Dia. Wastewater Manhole with Drop Connection {<6') C 10 3 EA (Fiberglass}, complete in place per each $ 5,780.00 $ 5' Dia. Eccentric Wastewater Manhole (<6'} (Fiberglass), C 11 1 EA complete in place per each $ 5,700A0 $ 5' Dia. Eccentric Wastewater Manhole with Drop C 12 1 EA Connection (<6'} {Fiberglass), complete in place per each $ 5,700.00 $ 5' Dia. Wastewater Manhole (Extra Depth) (Fiberglass), C 13 163 VF complete in place per vertical foot $ 712.00 $ C 14 12 EA Adjust Manhole, complete in place per each $ 425.00 $ Remove 4' Dia. Wastewater Manhole, complete in place per C 15 17 EA each $ 795.40 $ Remove 5' Dia. Wastewater Manhole, complete in place per C 15 3 EA each $ 1,290.00 $ REVISED PROPOSAL FORM 9of19 64,606.50 24,455.00 53,593,00 179,175.20 35,500.00 29,680.D0 21,000.00 4,325.00 39,400.00 17,340.00 5,700.00 5,700.00 115,055.00 5,100.00 13,515.00 3,870.00 Addendum No. 3 Attachment No. 1 Page 9 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond 2004 Roadway Improvements Remove and Replace 8" Wastewater Line @ 8' to 10' Cut, C 17 65 LF complete in place per linear foot $ 260.00 $ 16,900.00 Remove and Replace 10" Wastewater Line @ 22' to 24' Cut, C 18 126 LF complete in place per linear foot $ 335.00 $ 42,210.00 Remove and Replace 12" Wastewater Line @ 22' to 24' Cut, C 19 42 LF complete in place per linear foot $ 655.00 $ 27,930.00 Remove and Replace 15" Wastewater Line @ 22' to 24' Cut, C 20 20 LF complete in place per linear foot $ 1,355.00 $ 27,100.00 Point Repair for 8", 10", 12" & 15" Wastewater Line {Any C 21 1D EA Depth), complete in place per each $ 21,500.00 $ 215,000.00 Point Repair for 8", 10", 12" & i5" Wastewater Line (Any C 22 100 LF Depth)(Additional Length}, complete in place per linear foot $ 600.00 $ 60,000.00 C 23 463 5F Utility Pavement Repair, complete in place per square foot $ 12.50 $ 5,787.50 Wastewater Utility Allowance, complete in place per lump C 24 1 LS sum $ 30,OOD.00 $ 30,DOD.00 Pre and Post Televised Inspection {Wastewater), complete in C 25 5,553 LF place per linear foot $ 6.30 $ 34,983.90 Trench Safety (Wastewater), complete in place per linear C 26 305 LF foot $ 31.50 $ 9,607.50 Remove and Replace 12" Wastewater Line @ 12' to 14' Cut, C 27 52 LF complete in place per linear foot $ 1,312.00 $ 68,224.fl0 Part C -Sub-Total Waste Water Improvements (Items C1 thru C27): $ 1,168,364.64 REVISED Addendum No. 3 PROPOSAL FORM Attachment No. 1 ~ a of 19 Page i 0 of 19 Wooldridge Road Reconstruction, Fhase 1 Staples Street to Airline Road Bond 2DQ4 Roadway Improvements Part D -Water Improvements D 1 4 EA 6" Any Angle Bend, complete in place per each $ 239.00 $ 956A0 8" PVC Waterline (C900, DR 18), complete in place per D 2 718 LF linear foot $ 47A0 $ 33,746.00 D 3 l6 EA 8" Gate Valve, complete in place per each $ 997.00 $ 15,952.00 D 4 7 EA 8" x 6" Reducer, complete in place per each $ 257.00 $ 1,799.00 D 5 54 EA 8" 45° Bend, complete in place per each $ 294.00 $ 15,876.00 D 5 15 EA 6" or 8" Plug, complete in place per each $ 142.00 $ 2,880.00 12" PVC Waterline (C905, DR 18), complete in place per D 7 6,047 LF linear foot $ 43.00 $ 260,021.00 D 8 17 EA 12" Gate Valve, camplete in place per each $ 1,698.40 $ 28,856.00 D 9 16 EA 12" x $" Tee, complete in place per each $ 565.00 $ 9,040.OD 12" x l2" Tapping Sleeve and Valve, complete in place per D 10 1 EA each $ 3,641.00 $ 3,641.00 D 11 I02 EA 12" 45° Bend, complete in place per each $ 465.00 $ 47,532.00 D 12 4 EA 12" 11.25° Bend, complete in place per each $ 453.00 $ 1,852.00 20" PVC Waterline (C905, DR 18), camplete in place per D 13 l60 LF linear foot $ I55A0 $ 24,800A0 D 14 4 EA 20" 45° Bend, complete in place per each $ 1,576.00 $ 6,304.00 D 15 1 EA 20" x 12" Cross, complete in place per each $ 2,366.00 $ 2,366.00 D 16 2 EA 2D" Plag, complete in place per each $ 802.00 $ I,604.00 D 17 2 EA 20" Gate Valve, complete in place per each $ 10,498.00 $ 20,996.00 D 18 16 EA FH Assembly with 12" x 6" Tee, complete in place per each $ 2,788.00 $ 44,608.00 D I9 73 EA Water Service, complete in place per each $ 593.00 $ 43,289.00 REVts~n Addendum No. 3 PROPOSAL FORM Attachment No. 1 ~ 1 of i9 Page 11 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond 2U04 Roadway Improvements D 20 19,555 SF Utility Pavement Repair, complete in place per square foot $ 4.00 $ 78,560.00 D 21 7,058 LF Trench Safety (Waterlines}, complete in place per linear foot $ 1.00 $ 7,058.40 Waterline Connection (5", 8" & 12"), complete in place per D 22 17 EA each $ 908.00 $ 15,436.00 D 23 2 EA Waterline Connection (20"), complete in place per each $ 5,924.00 $ 11,848.00 Unanticipated Remove and Replace Concrete Sidewalk, D 24 200 SF complete in place per ware foot $ 6.00 $ 1,20D.00 Unanticipated Remove and Replace Concrete Driveway, D 25 400 SF complete in place per square foot $ 12.00 $ 4,800.00 Unanticipated Remove and Replace Concrete Curb and D 26 laa LF' Gutter, complete in place per linear foot $ 18.00 $ 1,$00.00 Exploratory Excavation Trench, complete in place per linear D 27 20D LF foot $ 35.00 $ 7,006.D0 D 28 10 EA Exploratory Excavation Spot, complete in place per each $ 1,433.00 $ 10,330.06 D 29 5 EA Adjust Valve, complete in place per each $ 420.00 $ 2,100.00 D 30 5,956 LF Remove 8" AC Waterline, complete in place per linear foot $ 5.00 $ 29,750.00 Grout Fill Abandon 20" Waterline, complete in place per D 31 126 LF kinear oo $ 28.00 $ 3,528.00 D 32 1 LS Water Utility Allowance, complete in place per lump_sum $ 30,000.00 $ 30,000.00 Part D _ Sub-To#al Water Improvemeuts (Items Dl thru D32): $ '169,b38.00 REVISED Addendum No. 3 PRbI'05AL FORM Attachment No. 1 12 of 19 Page 12 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond 2004 Roadway hmprovemen#s 'art E - Landscape Improvements E 1 91 EA Mexican Petunia (1 Gallon), complete in place per each $ 14.00 $ 910.00 E 2 393 SF Bed Preparation, complete in place per s ua are ffoot $ 3.OU $ 1,179.00 Gravel & Fabric Top Dressing (4"), complete in place per E 3 393 SF square foot $ 4.00 $ 1,572.00 E 4 L LS Landscaping removal, complete in place per lump sum $ 1,685.00 $ 1,685.00 E 5 1 LS Edging (1" x 4"), complete in place per sumo sum $ 51 l .00 $ S 11.00 E 6 1 EA Irrigation Meter (518") & Permit, complete in place per each $ 510.00 $ 810.00 Replace Existing Mainline (1-114"), complete in place per E 7 106 LF linear foot $ 11.00 $ 1,166.00 E 8 285 LF Supply Line (314"), complete in place per linear foot $ 6.00 $ 1,710.00 E 9 1 EA Pressure Vacuum Breaker, complete in place per each $ 552.00 $ 552.00 E 10 600 LF Subsurface Drip, complete in place per linear foot $ 4.00 $ 2,400.00 PVC Sleeve (Schedule 40) {2"), complete in place per linear E 11 37 LF foot $ 14.00 $ 518.00 E 12 1D CY Top Soil, complete in place per cubi,,, c ward $ 49.00 $ 490.00 E 13 475 SF St. Augustine Sad, complete in place per ware foot $ 1.00 $ 475.00 Part E -Sub-Total Landscape Improvements (Items E1 thru E13): $ 13,978.b0 REVjSEA Addendum No. 3 PROPOSA[. FORM Attachment No. 1 l3 of 19 Page 13 of 19 Wooldridge Road Reconstruction, Phase 1 Staples Street to Airline Road Bond zllti4 Roadway Improvements 'art F -Traffic ControUStorm Water Pollution Prevention Improvements Barricades, Signs, and Traffic Handling, complete in place F 1 20 MO per month $ 2,160.OD $ 43,200.00 F 2 20 5Y Temporary Driveways, complete in place per scLuare vard $ 38.00 $ 76D.00 Cellulose Fiber Mulch Seeding {Permanent) {Urban) (Clay), F 3 58,773 SF complete in place per sic uare foot $ 1.00 $ 58,773.00 F 4 55 MG Vegetative Watering, complete in place per million alb ions $ 33.00 $ 1,815.06 Rock Filter Dams installed (Type 3), complete in place per F 5 105 LF linear foot $ 49.00 $ 5,145.OD Rock Filter Dams Removed, complete in place per linear F 6 l05 LF foot $ 17.Ofl $ 1,785.00 Construction Exits installed (Type 1}, complete in place per - F 7 1,014 5Y square yard $ 22.OD $ 22,308.00 Construction Exits Removed, complete in place per square F 8 1,014 SY X~ $ 8.00 $ 8,112.00 Temporary Sediment-Control Fence, complete in place per F 9 3,1$4 LF linear foot $ 3.00 $ 9,552.00 F 10 5 EA Ozone Day, complete in place per each $ 1.00 $ 5.00 F 11 1 LS Mobilization (Base Bid), complete in plane per lama sum $ 320,0OO.OD $ 320,OOfl.00 Portable Changeable Message Sign, complete in place per F 12 195 DAY tip $ 71.00 $ 13,916.00 Part F -Sub-Tote! 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Aq pa~~uf~-rsap ~c{a.~a~{ s~ ~}uab~ paubzsxapun acts ,aj~t~~H pies u~ paur~ap s~ pug u~~~ aau~p.xoaau uT axa u-raaau pasn s~ ' Te-z.xa~~W pug aogaZ ~u~uiz~T~ sur~a~} auy •s~xas ~o a:}r?~.~ auk it 4 Ik It 11 ' 11 ~o s~a~n~a~.s aZq~a-r~dd~ .zau~o pua 'sexa,~, ~o sa~rt~.s~S ZTn~O s,uouxa~ '09Z~ a€at~~K ~o s~.uau~axzrtbax a~~ :~aaur off. ua~Tf~ sz puog s~ru~1~ 'ONI 'Sb010`d2~1N00 J'8 H pat[onat I!lun lama pus aato; I[n3 u! si tan+od s!yl, ~OObZ-OSE (8S8) ilea to SbOZ-OE IZ6 ~0 `o8a[d ~S 'l~~I ou!uts0 Id SSbI I `dnotrJ M01 `stu!e!0 ~ilatng laeluoa asea!d 'sunep 8ur!r) to uopeur~o;u! toy ~pagae3le s! tart~od ayl ya!gn~ of Purl a~[33a ~!E3aP Aue (s)lenp!n!pu! pau~u anogs ay3 'taqutn1l rCautolld3o taMOd ayl of to;at asea[d ~uo!s!n!a ,(lams ayl to; xse P~ [ 11 i-LL8-008-T 1[ea tieut no~C ~Cawogy;o tan~od s!yl;o 6ltauuaylne ay3 Juan o~ Rt¢3ataaS lu¢ls[ssy `6auaan~s -Q ~Cat~ar ~U *~ 80 0 Z `---- AKYd 30 ~CEp Hy ~ ~ s!y1 Pusy ~[ui las aneq I `d0~2Id1IM SSffA[.LIAA M -aato; l[n3 ui mau ate pue `santedwo0 aql;o sto3aattQ ;o sptsog antlaadsaz ayl dq paldops ,C!np ataM suogn[osat anoge ayl leyl pue `pa~onat uaaq lou say pue `laa;la pus aato; I[n3 u! s! ~Cautouy;o tamod 8u!o8am; ay3 lsyl ~Cj!uaa ,Cgatay op `~Cuedmo0 ~C1amS pus ~CliBnse0 aauapuadapul pue `.Cuedtuo0 aauemsul tatoldx~ YsaM ay3;o ,tusdwo0 aausmsul;o 1Cts3ataaS luels!ssd 'pat~!stapun ay3 `I d,LVOI,~.LZld0 „~8u!,Cdoaolayd to '$tndiCl'Stnluud `~u!dutsls ~Cq pax aq .feat u,ataq of paua;at suo!leluasatdat a[!m!sas; ays ~pax~s ~CI[gnueul ;! se lama pue aato; atues aql aneq [(Eys suogsluasatdat a!!unsas; gaps pus `slsas pus satnleu2!s asoyl;o suoUSluasatdat apunsas; aq ,(eu[ `rCusduto0 ay3;o !eas ay3 pus 'eCt¢lou ~tue;o [aas pus atnle~!s aql pus 'satnleu8!s asoyl;o suo-3eluasazdat a[!ut!sas; aq ~Csur 'luatxtlv!odds ay3;o snlsls luauna pus .C3!p![en ay3 Su!~gtaa tao~o sus;o atnleu~!s ay3 pus Yuauqu!odds aql 9u!tlsw staat~o ay3;o satnlsuS!s ay3 3sy,L :N~I.I.Nfl.y QdA'IOSd2l •sluaumaop palelat .Cue pue `dtys~Slatns;o slastluoa te[!w!s taylo pue `s8enxaltapun `spuoq ,Clams pue ,G!lapi;'Rueduro0 ay33o;[agog uo tangaP P~ `I~s 'u3!s `alnaaxa 'alsp of lae3-ut-(s),Camolly se patueu (s)uostad ayl 8tniu!odde ,(autouy;o stamod alnaaxa o1 paz!toylne ~Cgataq ate 'rCt¢3ataaS luelstssy ,Cue to .Cte3ataaS ay3 yluri tayla~ol '~Suedwo0 ay3;o luap!satd aa!A to!vaS to anpnaaxg ue `luap!satd ay3 lsyy :QdA'IOS~2I„ :sa[uedmoa ay13o yaea;o stolaat!Q;o spteog angaadsat aql ~q paldops suo!lnlosat Su!n~o[lo; ayl;o ~Cluoylns tapun sptas pus satnleu3!s a!!unsas; yl!nt paz!telou pue paleas 'pauSrs st pus palue~ st ,Sawolly;o tamod s!yy St1O1.LCl'IOSH2I a!lgnd tislol~l `ggo0 6tsyy f V~ ~ 11N~IIr3 :X18fid A4nfiDi A ass~r~ •wrraa ~ ~-ww ~!eas !e!atgv pus puey .(m ssauq!M -laattoa pue anq s! gde~stsd 3u!o8ato; ay3legl sruto;![gO;o a3s3S aql to sms[ ayl taP~ ~2ll1f21dd 30 A.L'I4'1+I~d tapun ,iy!ltaa I ~luatuntlsty ay1 palnaaxa `palae suostad ay3 ya!yn+;o;!eyaq uodn aqua ayl Yuaumtlsu! ayl uo satnlet8!s t!ayl ~Cq 3ey3 pus `satl!asdsa pazuoylns nays ut auras ay3 palnaexa ~Cayl IEtD out of paSpalntou~[as pus `luaunulsu! tnyl!m ay3 0l paq-tasgns atg~s! (s)auteu asoym (s}uostad ay3 aq o3 aauap!na .ftolas;s!3es;o s!seq a~ uo am of panotd oynt 'Rauaan~S ~Q ~Ca.q{a f pue au~++otg se[2noQ •p pateadde ,Cl[SUOStad `a!Ignd ~Ste3oH `9900 .Cte~ `am ato;aq `800Z `Z ~~I uO o~a!Q ueS;o rCluno0 'ss s!mo;t[s03o a3e1S luap!satd aa!A to!uaS `auMOtg se~noq ~~ ~St¢3alaaS lusls!ssy `.Sauaan~S •Q .faiyap ~ ~ ~~{ ,_ AA[VdNTO~A,L3tT17S QNV A,L`IVRSVO 30P[~QAI~d~QNT ° e o /!q~?."`yt~ao ~~ zta` t"a+'+rr ]LAIVdyVO0 ~OMV2IfISl+II2I~lOTdX~ r e ~ z ~ " lV3S}o~~ ~ ~ ,LS3M ~klJ.,dO ANVdNiO0 ~A[t~2ifISM ~, .f ~ ,.t~~ v ,~r ~o~a%~/~ y°31woaro"'~~ta O~P~ ~.Ct`i0° ~, b~!(15/'% fyOa+rrano~'"n •8002 `~n~f 30 Cep puZ s!yl staa~o paz!toylne ~C[np st! ,Cq palnaaxa aq of sluasatd asagl pasnea ansy sa!ueduto0 ay3 3oatagm ssaul!m ul ~sluaumaap pale[at .Cue pus'd!ys~(lams;o sla>^quoa tg!!uns taylo pus `s8u[~[s3tapun `spu0q rSlatns pus rCl![apsl `satusduto0 ayl;o;leyaq uo tanyap pus `!eas `u~!s `alnaaxa `alep o7 ~3!toy3nE ya!n+ last'-ut-(s}~Cautogb pyme[ pue arw nags S.L~I~gO~I I.LSI2T}I'VZAZI AOB~"I ` ~iIOOIH t~[H'I'[~ A21dYCI `~3'I 'W~ `~I~ITdIINIHSI3I~INb'IQ ltnodds ,igatay ap `(„satuedmo0„ aya se of paua;at ~C[angaa[[oa} `sexay3o a3e3S atEl;o sus[ aql tapun paz[us8to ,Clt-p uo!lstodto0 a `~Cusduto0 fuatng pus ~(3[ense0 aauapuadapul Pus `e!uto;!Ie03o a3e3S ay13o sn+el ayl tapun paz!us2to 6[np uorlstodto0 a `~Cusduto0 aauemsul tato!dxg `e!uto3!ls"03o a1e15 ay3;a sntsl ay3 tapun paztue2to ~Clnp uogetodto0 a `1saM ayl;o ~Cuedmo0 aauemsul lays :S.LH3S321d 3S~-I.~ AS N['~i `I'[~ MON~I ,Cagdmo0 ~yaanS pue ~C1lense0 aauapaadapal ~Cusdmo0 aaostnsul ~aioldx~ 3saM aq;3o ~fusdtao0 aaue~nsal ,Cauao~~+;o ~a.ao~ dRO2T`.1 MCI TL96060 '0H o}unipe o}uawnoop lap uoiaipuoo o a}~ed ua a}~ainuoo as au ~( uoioew~o~ui ap o#~sodo~d eyed olos sa aline a;s3 :rd~flOd f1S b' OSfA~ ~1S3'~fVf? 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L-L~8°008- L le efanb eun as}awos eyed uoiaeuJ~o;ui eyed s,~(uedwo~ ~(~a~ns g ~t#lense~ aouapuadapul~saM aye }o ~Cueduao~ aoueansul .i#e~6 ouo~ala# ap oaaiunu le Sewell apand pa#s~ {aagwnu auoydala}) le (al}i#) ns uoa as~earunwoo apand efanb eun as}au~os eyed a uo~aew~o}ui ~aua}qo eaed }uawn~op payoef#e ay# ~o uoi#~puoa ao }red e auaouaq aou saop pue ,(luo uoi}ewao~ui aa~ sf aoi#ou sEyl ~AOI~Od af10A Ol 30110iV S1H1 H~~dl.l~ 8 aoueansul }o #uaw#~edap sexal ay# }ae#uoa stew no,( 'panlosa~ #ou si alndsip ay} ~l }s.-i~ (#ua6e) ay} #ae}uoo plnoys nay( wiela e }noge ~o wniwaad ano,t 6wwaauoa a#ndsip e aney na,t plnoys ~S31fidSfa V~I~'~O X10 l~lflll~l~~id L sn~xl a#e#s'?p# uof}aa}oad~awnsua~ :l~eua-~ sn~x} a}e}s~ip# ~~++~//~ }ly -qaM LLLL-8Lb (ZL~) :xe~ bOL6-bLL8L Xl 'ui}sny bOL6bL xog p 'd :aaueansu l ~o }uaw~redaa sexal ay} a#iann rtew no,~ g 6£b£-Z5Z-008-~ :}e s}u~eldwoa ~o s#y6ia 'sa6e~anoo `saiuedu.~oa ua uoi}eu.~~a;u~ ufe}qo o} aoueansul ~o }uaw~eda^ sexal ay} }ae}uoo ~(ew nab 5 ~bOZ-08 L Z6 d~ 'o6a~Q ues leaf auiuae~ l~ ~~,bL L :}e ~Cuedu.~a~ ~(#a~ns ~ ~[}lensed aauapuadapul/#saM ay} ~o ~fuedu.io~ aaueansul a# a#i~nn rile l~ew nod b L 6~ d l.-1L8-Qf}8- ~ :}e #uieldu~oa e a~eu~ of ~o uoi}eu.~ao~ui ~o} ~agwnu auoydala# aa~~-llo} s,,(ueduao~ ~#a~ns '~ ~#lense~ aauapuadapul~#saM ay} ~o ~uedwo~ aaueansul lleo r(ew na,~ ~ L L L L-888~L98 }e #ua6y nor( }oe}uoo rtew no,~ Z #u~eldwoa e a~eua ao uoa}eua~o~ui use}qo al ~1ir~~'~2~Od1Alf OSliib' ~~I.1.ON 1(~~'1~10d~l11 L 6? 3~ 6t Aga ' oN ;¢emi~~F;~Y 5i alo 8i ~1id ~ • oN ~uep~i WitOe7 'IY60aQ~ia ~IAS1t {~flud JC ~d1I,~ ~~rap~tsa~ ao-r~ :$pLL ~~auze~ ~ :uos~ed 6ul~jlps~ 'moo seBusya ss ssacal `9sf~4~ snd~oa;o ~R a4 Po41!uW~~u~ a4 p1M squawa;e~s lquausalddns;eyi pue :pa}sanbaa uopeur~ul ~tue ~o a~nsa platly;lrm III ul~rwu~l you eney ! ~B~ maw s1y3 ~o a3gP ~A ~o se ~-auaoo pue aM s! paPu-oad uogewia~! Its iey3 ~1!~eo I 3LV~ldlltl3~ ~I/iQ xue;>nsuo~ aweN '~~u~li„ pa~usu uAOt~ ay; u! dlys+auMo ay; ~o scow ~o XS Bupny;suoo ~~~se~s~u! dly:Jawrw„ us ssy pus ~ua~ slyt 3o i~4us stR o4 I~slsf asNew Ilus uo pe~o-w ayN- !1~la4~ s~tdao~;o II~~ aye x~ „~ue~nsuoa„ s ~ 1ea~o ~o aslLolduua yosa;o sewsu ay; a;ryg •ti ~'/N aa~u~uao~ ao ugsslwwo~ 'pieo8 aweN '.e~l~„ peuJ~Y AAOQe ~~ U! dtysaeuH+O 8y; ~ IoW JO ~$ Rt1~R~~~i1p'J „~saua;ul dlya~auMO„ us Bulnsy psNy~ sndawJ io ~!~ eiN #o ,~~Ituetu pasoq„ yosa ~a sawsu 8y~ s»g •g Fi/is apEJ, aweN •„uul~, pawsu a~oge aye ul dlysrsuN-o ayt~o e~our ~o yg Bulln~suoo,~sa~a;ul dly8aaurino,~ us Bul~By l;s~y~ snd~o~ )a ~!O ayi 1~ ,dslolll~o„ yose ~o sewsu aye ap~g 'Z 'd / DI I~WI )l~;uau,~,sdeQ ~il9 Pus at3l1.4W sWeN 'Ns++l~„ pa~usu e~ogs ay; u! dlysuauMO aye ~o aaow ao 9fi6 Bu~lpiuoa ,~3se~~u1 dlysiauMO~~ ue BulAey ps~y~ sndio9 ~o ~1l9 ~R 1~ ,~AalLoidwe„ yoss }~ sewsu ey; ~11'iS '!. -#aeys a;e~edes yospe ~v a6ed slya;o apls asJana~ aye asn aseald 'IVessaoau s! weds IeuopIPPB fl sNOLLS3i~b 3anS0'!~Sla ~eyt0 'S uvl~eiaossl~/ •y ~aunnQ slog •g dlywau}~ed •Z X uo~e~o~ 'L :s! 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