table of contents city of richmond proposed …€¦ · appendix e - example -notice of operational...

Proposed Bridge Repairs Table of Contents

Byrd Park PS Access Bridge

Department of Public Utilities

City of Richmond, VA

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TABLE OF CONTENTS

CITY OF RICHMOND

PROPOSED BRIDGE REPAIRS

BYRD PARK PS ACCESS BRIDGE

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

Section

01000 General Standards

01010 Summary of Work

01092 Reference Standards

01106 Construction Scheduling, Coordination and Sequencing

01130 Measurement and Payment

01152 Applications for Payment

01153 Change Order and Field Order Procedures

01200 Project Meetings

01300 Submittals

01310 Progress Schedule

01380 Construction Photographs

01400 Quality Control

01410 Testing And Laboratory Testing Services

01500 Construction Facilities and Temporary Controls

01510 Temporary Utilities

01560 Erosion and Sediment Control

01600 Material and Equipment

01700 Contract Closeout

01710 Cleaning Up

01720 Project Record Documents

01732 Selective Demolition

01740 Warranties and Bonds

DIVISION 2 – TECHNICAL SPECIFICATIONS

Latest revisions to the 2016 Virginia Department of Transportation Road and Bridge

Specifications

DIVISION 3 – NOT USED



Proposed Bridge Repairs Table of Contents




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DIVISION 6 - NOT USED


DIVISION 8 - NOT USED









APPENDICES

Appendix A - Inspect of Bridge Structures For Asbestos Containing Materials

Appendix B - S404F00 Concrete Surface Penetrant Sealer

Appendix C - Preformed Elastomeric Joint Sealer Modified

Appendix D - SS41201 Widening-Repairing Reconstructing Existing Structures

Appendix E - Example -Notice of Operational Impact (NOI)

Proposed Bridge Repairs General Standards




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01000 - 1

SECTION 01000

GENERAL STANDARDS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. This section contains requirements and conditions governing the project in addition to those

shown in Division 1 of the base project specifications.

B. Work under this contract shall be done in accordance to Section 01010 - Summary of Work.

1.02 MOBILIZATION/DEMOBILIZATION

A. The CONTRACTOR shall provide the facilities and equipment necessary to move

personnel and equipment to and from the Work site, to set up temporary offices, to install

any temporary utilities, to prepare the site for the Work, to demobilize, and to clean up the

site upon completion of the work.

B. The CONTRACTOR’s price shall include the cost to mobilize at the beginning of

project and demobilize at project closeout.

1.03 PROTECTION OF WORK AND PROPERTY

A. Site Security:

1. Provide the CM with an up-to-date list of employees, sub-contractors, and sub-

contractor employees who will be coming to the site.

2. Notify the CM of material deliveries. Provide description of material to be delivered,

date and time, and delivery company.

3. Notify the CM or OWNER if any suspicious activity is noted around or near the pump

station.

4. CONTRACTOR to issue personnel photo ID badges that shall be worn at all times

when personnel are on site. CONTRACTOR shall also provide updated list of

personnel to DPU on a weekly basis.

5. No private vehicles are allowed on site. All CONTRACTOR vehicles shall be

identified with the CONTRACTOR’s name.

B. The CONTRACTOR shall keep the CM informed of accidents on the site and related claims

in a timely manner.

C. During the performance of the Work, CONTRACTOR is responsible for adapting its means,

methods, techniques, sequences and procedures of construction to allow OWNER to






01000 - 2

maintain operation at the existing level of facility production and consistent with applicable

permit requirements, and Laws and Regulations. In performing such Work and in

cooperating with the OWNER to maintain operations, it may be necessary for the

CONTRACTOR to plan, design, and provide various temporary services, utilities,

connections, temporary piping and heating, access, and similar items which will be include

within the Contract Price.

D. The CONTRACTOR shall take precautions to prevent spillage of sediment into the

waterway, park, and hauling operations to the disposal site. The CONTRACTOR shall be

responsible for any spills that occur as a result of his construction or hauling operations. A

Spill Containment Contingency Plan shall be developed and shall include removal of spills

immediately and cleanup work completed the same day that the spill occurs. Cleanup of

spilled sediment left unresolved for more than 24 hours or considered a public nuisance may

be performed or contracted by the OWNER on an emergency basis and the cost will be

withheld from the CONTRACTOR’s payment. This in no way will relieve the

CONTRACTOR of responsibility for the spill or subsequent results of the spill.

E. The CONTRACTOR shall coordinate road access with utilities staff and other ongoing

operations.

1.04 SANITARY FACILITIES

A. The CONTRACTOR shall provide and maintain sanitary facilities for his employees and his

subcontractor’s employees that will comply with the regulations of the local and state health

departments. Service, clean, and maintain facilities and enclosures.

B. The CONTRACTOR shall provide chemical toilets of suitable types and maintain them in a

sanitary condition at all times, conforming to code requirements and acceptable to the health

authorities. They shall be of watertight construction so that no contamination of the area

can result from their use. Make arrangements for frequent emptying of toilets with local

sewage treatment authority. Upon completion of the work, remove toilets and restore area

to original condition.

1.05 FIRE PROTECTION

A. The CONTRACTOR shall furnish and maintain on the site adequate firefighting equipment

capable of extinguishing incipient fires. The CONTRACTOR shall comply with applicable

parts of the National Fire Prevention Standard for Safeguarding Building Construction

Operations (NFPA No. 241).

1.06 TEMPORARY UTILITIES






01000 - 3

A. The CONTRACTOR shall provide temporary utilities as needed at no cost to the OWNER.

The CONTRACTOR shall be responsible for installing the temporary utilities from the

point of connection to the point of use and shall be responsible for all utility requirements.

The location of all temporary utilities shall be approved by the OWNER prior to installation.

1.07 SITE CONDITIONS

A. The CONTRACTOR shall be required to abate any contribution to air, water, or land

pollution including such nuisances as odors, noise, surface or groundwater contamination,

or other conditions resulting from the sediment removal and hauling operation.

B. It shall be the CONTRACTOR’s responsibility to determine the condition of the site as

required to accommodate the CONTRACTOR’s hauling operation. Any damage to the site

caused by the CONTRACTOR’s operations shall be repaired at no additional cost to the

OWNER.

C. Examination: After Effective Date of the Agreement and before Work at site is started,

CONTRACTOR, CM, and OWNER shall make thorough examination of pre-existing

conditions including existing roads, structures, and other improvements in vicinity of Work,

as applicable, which might be damaged by CONTRACTOR operations. Periodic

examination shall be jointly performed.

D. Documentation: CONTRACTOR shall submit two copies of photographs, videotape, and

other records documenting examination to the CM. The CM will review, sign, and return

one record copy of every observation document to CONTRACTOR to be kept on file in

CONTRACTOR’s field office as site records. These observation documents are intended

for use as indisputable evidence in ascertaining whether and to what extent damage occurred

as a result of CONTRACTOR’s operations, and are for protection of adjacent property

owners, CONTRACTOR, and OWNER.

E. Access and work space at the site is limited. The CONTRACTOR shall schedule and

coordinate his Work as needed to minimize interference with the OWNER’s operation of

the Pump Station and to allow the OWNER to maintain continuous operation of the Pump

Station. The CONTRACTOR shall coordinate operations with the CM and other

contractors on site.

F. The work area contains DPU equipment, piping, and electrical components. It is the

CONTRACTOR’s responsibility to protect the equipment, piping, electrical components,

and associated utilities during the CONTRACTOR’s operation. Any damage to the

equipment, piping, or electrical system caused by the CONTRACTOR’s operations shall be

repaired at no additional cost to the OWNER.

1.08 PROTECTION OF THE ENVIRONMENT






01000 - 4

A. The CONTRACTOR’s operations shall in no way contribute to air, water, or land pollution.

This includes such nuisances as odors, insects, noise, surface or groundwater contamination,

or any other condition that would have detrimental effect on the environment and shall meet

all local, state, and federal regulations for handling and disposal/beneficial reuse of the

sediment.

B. The CONTRACTOR shall be responsible and take necessary precautions to prevent

nuisance odors from leaving the project site.

C. The maximum allowable noise level at the property line of neighborhood residences is 55

dBA for CONTRACTOR operations at all times.

D. The CONTRACTOR shall minimize air pollution from construction operations. Burning of

waste materials, rubbish, or other debris will not be permitted on or adjacent to the site.

Give unpaved streets, roads, detours, or haul roads used in the area a dust preventive

treatment or periodically water to prevent dust. Strictly adhere to applicable environmental

regulations for dust prevention.

E. The CONTRACTOR shall meet all sedimentation and erosion control requirements.

F. The CONTRACTOR shall not store any hazardous materials, including fuel oil, at the

project site or property of the City.

1.09 PERMIT REQUIREMENTS

A. The CONTRACTOR shall obtain all permits, easements, or agreements required for any

part of the Work prior to mobilization. The CONTRACTOR shall pay all fees for all

permits, easements, or agreements that he obtains and all fees shall be included in his Bid

price.


A. Comply with OWNER’s safety rules while on OWNER’s property.

B. Keep OWNER informed of serious accidents on the site and related claims.

C. Use of Explosives: No blasting or use of explosives will be allowed on the site.

D. During the performance of the Work, CONTRACTOR is responsible for adapting its means,

methods, techniques, sequences and procedures of construction to allow OWNER to

maintain operation as described in Section 01106 Construction Scheduling, Coordination






01000 - 5

and Sequencing, at the existing level of facility production and consistent with applicable

permit requirements, and Laws and Regulations. In performing such Work and in

cooperating with the OWNER to maintain operations, it may be necessary for the

CONTRACTOR to plan, design, and provide various temporary services, utilities,

connections, temporary piping and heating, access, and similar items which will be included

within the Contract Price.

E. The CONTRACTOR shall, at his own cost and expense, protect from direct or indirect

injury any and all water and gas mains, sewers or drains, conduits, service pipes, roadways,

bridges, buildings and all other structures or property in the vicinity of this work, and along

his route of travel, whether over or under the ground, and he shall assume all costs for

repairing them and all other costs resulting from his damages to them.

F. If the access bridge cannot carry construction loads, then the CONTRACTOR shall provide

for method of strengthening or otherwise bridging this structure.

G. The CONTRACTOR shall prevent any foreign materials from entering any part of the water

supply and purification processes.

1.11 LIMITED AND RESTRICTED ACCESS

A. The CONTRACTOR shall take all precautions necessary to ensure that the loading

limitations of the bridge is not exceeded. Any damage, injury, delay or loss caused by his

use of the bridge or by exceeding the limitations is the responsibility of the CONTRACTOR

and he shall assume all costs for repairs and expenses connected therewith.

B. All areas which the CONTRACTOR uses for access shall be maintained and any damage

due to his operations shall be repaired to leave these areas in a condition equal to that which

existed at the start of the work.

C. No construction equipment will be allowed in the waterway at any time.

D. The CONTRACTOR will not be entitled to any additional costs or time due to the limited

and restricted access to the site.

1.12 WORKING LIMITS

A. The Contractor shall confine his operations within the areas of new work to be done as

indicated on the drawings, and to other limited areas designated by the CM for storage of

material, access and field office. Since working space is limited, the CONTRACTOR is

responsible for securing any off-site space or any additional area required for performing the

work.






01000 - 6

B. Pedestrian access to the pump station building and roads must be maintained at all times and

Contractor shall restore vehicular access within 48 hours if requested by the City for

unplanned repairs.

C. All areas which the Contractor uses shall be restored to a condition at least equal to that

which existed at the start of the work.

1.13 USE OF PREMISES AND REMOVAL OF DEBRIS

A. The CONTRACTOR shall exercise all precautions in order to avoid mud being tracked on

the streets by trucks or equipment in his use on the project. If excessive tracking of mud

occurs, the project will be shut down until the streets are cleaned by the CONTRACTOR at

his own expense. No extra working days will be allowed for this time lost. If the

Contractor neglects to clean the streets when requested, the CM shall have the streets

cleaned and the cost incurred for this work shall be deducted from the payments to the

CONTRACTOR.

PART 2 PRODUCTS (Section not used)

PART 3 EXECUTION

3.1 SPECIAL REQUIREMENTS

A. All construction materials and equipment shall be removed from the site during non active

construction periods.

B. CONTRACTOR shall maintain a visible neat site at all times.

3.2 CONSTRUCTION PHOTOGRAPHS

A. CONTRACTOR shall provide construction photographs in accordance with Section

01380 – Construction Photographs.

3.3 COORDINATION

A. The CONTRACTOR shall coordinate mobilization, hauling, and demobilization activities

with all other contractors at the PS site.

B. CONTRACTOR operations shall be limited the times and conditions as described in

Section 01106 - Construction Scheduling, Coordination and Sequencing.

END OF SECTION

Proposed Bridge Repairs Summary of Work




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01010 - 1

SECTION 01010

SUMMARY OF WORK

PART I - GENERAL

1.01 WORK COVERED BY THE CONTRACT DOCUMENTS

A. This Summary of Work is a general description of the extent of the work. This Summary

of Work only highlights the general responsibilities of the Contractor to the City and does

not supersede the specific requirements of the Contract Documents. Conditions of the

Contract addenda, this section and other sections of Division 1 – General Requirements,

apply to the entire work of the contract.

B. Work under this contract includes furnishing and installing all appurtenant and incidental

materials and equipment, complete and in-place, fully operational and in accordance with

the Contract Documents. The Work generally includes, but is not limited to the

following:

1. Bridge Repairs - Concrete surface repairs, deck joint modification, curb

reconstruction, railing replacement and deck drain modification on private single

lane bridge over a controlled portion of the canal on DPU property. Bridge shall

remain accessible to City personnel by foot at all times and but shall be restored

to vehicular traffic within 48 hours if necessary. All access for bridge work shall

be achieved while maintaining flow under the bridge.

2. Channel Repair - Installation of rip rap slope protection and removal of debris

from the channel in the immediate area of the bridge. Debris removal and riprap

installation shall be conducted with the majority of the channel flow reduced.

Reduction of flow will be limited and subject to operational limitations so

advance coordination with DPU will be required.

3. Maintenance of Operations - Proposed work is fully within the pump station property

and the pump station will remain active. Contractor shall not obstruct access to any

facility on site.

C. Work consists of providing labor, materials, equipment, services and administration

required in conjunction with or properly incidental to construction of the project. All

work shall be performed in accordance with Federal, State and Local regulations and

OSHA requirements.

D. Consideration will not be given for misunderstanding the amount of work to be

performed. Work includes all items and conditions specified, indicated in the

specifications or required by nature of the building or site. Any questions arising during

Bidding shall be submitted to the City of Richmond Procurement Services as specified in

Section III of the General Condition. Questions that arise during the Construction Phase

should be submitted in writing to the Construction Manager for resolution.

Proposed Bridge Repairs Summary of Work





01010 - 2

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

Per Virginia Department of Transportation Road and Bridge Specification (2016 with Latest

Revisions).

END OF SECTION

Proposed Bridge Repairs Reference Standards





01092-1

SECTION 01092

REFERENCE STANDARDS

PART 1 - GENERAL

1.01 REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICAL

SOCIETIES

A. The provisions of the Contract Documents shall take precedence in resolving any conflict,

error, ambiguity or discrepancy between the provisions of the Contract Documents and the

provisions of any standard, specification, manual, code or instruction, or the provisions of

any such Laws or Regulations applicable to the performance of the Work (unless such an

interpretation of the provisions of the Contract Documents would result in violation of such

Law or Regulation).

B. No provision of any standard, specification, manual, code or instruction shall be effective to

change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any

of their subcontractors, consultants, agents or employees from those set forth in the Contract

Documents.

C. Work specified by reference to the published standard or specification of a government

agency, technical association, trade association, professional society or institute, testing

agency, or other organization shall meet the requirements or surpass the minimum standards

of quality for materials and workmanship established by the designated standard or

specification.

D. Where so specified, products or workmanship shall also meet or exceed the additional

prescriptive or performance requirements included within the Contract Documents to

establish a higher or more stringent standard of quality than that required by the referenced

standard.

E. Where two or more standards are specified to establish quality, the product and workmanship

shall meet or exceed the requirements of the most stringent.

F. Where both a standard and a brand name are specified for a product in the Contract

Documents, the proprietary product named shall meet or exceed the requirements of the

specified reference standard.

G. Copies of standards and technical specifications:

1. Copies of applicable referenced standards and Specifications have not been bound in

these Contract Documents.






01092-2

a. Current edition of Virginia Department of Transportation Road and

Bridge Specifications and Specification Modifications are available

in PDF format on Virginia Department of Transportation website.

2. Where copies of standards are needed by the CONTRACTOR, obtain a copy or

copies directly from the publication source and maintain in an orderly manner at the

site as Work site records, available to the CONTRACTOR's personnel,

Subcontractors, OWNER, and ENGINEER.

3. Contractor to submit to Owner a current copy of VDOTs Standards

H. Any reference to standards in the Contract Documents shall always imply the latest issue in

effect including all amendments and errata at the time bids are taken, of said standards unless

otherwise stated.

1.02 ABBREVIATIONS

A. Abbreviations for trade organizations, units of measure and government agencies: Following

is a list of construction industry organizations and government agencies to which references

may be made in the Contract Documents, with abbreviations used.

1. AA Aluminum Association

2. AABC Associated Air Balance Council

3. AAMA American Architectural Manufacturers Association

4. AASHTO American Association of State Highway and Transportation

Officials

5. AASHO The American Association of State Highway Officials

6. ACI American Concrete Institute

7. ACS American Chemical Society

8. AFBMA Anti-Friction Bearing Manufacturers' Association

9. AGA American Gas Association

10. AGMA American Gear Manufacturers’ Association

11. AI Asphalt Institute

12. AICHE American Institute of Chemical Engineers

13. AIEE American Institute of Electrical Engineers (now IEEE)

14. AIMA Acoustical and Insulating Materials Association

15. AISC American Institute of Steel Construction

16. AISI American Iron and Steel Institute

17. AITC American Institute of Timber Construction

18. ALS American Lumber Standards

19. AMA Acoustical Materials Association

20. AMCA Air Movement and Control Association

21. ANSI American National Standards Institute






01092-3

22. APA American Plywood Association

23. API American Petroleum Institute

24. APWA American Public Works Association

25. AREA American Railway Engineering Association

26. ARI Air Conditioning and Refrigeration Institute

27. ASA American Standards Association (now ANSI)

28. ASAE American Society of Agricultural Engineers

29. ASCE American Society of Civil Engineers

30. ASHRAE American Society of Heating, Refrigeration and Air-

Conditioning Engineers, Inc.

31. ASNT American Society for Nondestructive Testing

32. ASME American Society of Mechanical Engineers

33. ASSCBC American Standard Safety Code for Building Construction

34. ASTM American Society for Testing and Materials

35. AWI Architectural Wood Work Institute

36. AWPA American Wood Preservers' Association

37. AWPB American Wood Preservers Bureau

38. AWPI American Wood Preservers' Institute

39. AWS American Welding Society

40. AWWA American Water Works Association

41. BHMA Builders Hardware Manufacturers' Association

42. BIA Brick Institute of America

43. CBRA Copper and Brass Research Association

44. CBMA Certified Ballast Manufacturers' Association

45. CDA Copper Development Association

46. CGA Compressed Gas Association

47. CIPRA Cast Iron Pipe Research Association

48. CIPRI Cast Iron Pipe Research Institute

49. CISPI Cast Iron Soil Pipe Institute

50. CMAA Crane Manufacturers' Association of America

51. CRSI Concrete Reinforcing Steel Institute

52. CS Commercial Standard (US Dept of Commerce)

53. CSA Canadian Standards Association

54. CSI Construction Specifications Institute

55. CTSS Caltrans Standard Specification

56. E/A Engineer and/or Architect

57. EEI Edison Electric Institute

58. EJCDC Engineers Joint Contract Documents' Committee

59. EPA U.S. Environmental Protection Agency

60. ETL Engineering Test Laboratories

61. FCC Federal Communications Commission

62. FEMA Federal Emergency Management Agency

63. FGMA Flat Glass Marketing Association






01092-4

64. FM Factory Mutual

65. Fed. Spec. Federal Specifications

66. FS Federal Specification

67. FTI Facing Tile Institute

68. GA Gypsum Association

69. GPM Gallons per Minutes

70. HI Hydraulic Institute

71. HMI Hoist Manufacturers' Institute

72. HP Horsepower

73. ICBO International Conference of Building Officials

74. ICEA Insulated Cable Engineers' Association

75. ID Inside Diameter

76. IEEE Institute of Electrical and Electronics Engineers, Inc.

77. IES Illuminating Engineering Society

78. IFI Industrial Fasteners Institute

79. IPCEA Insulated Power Cable Engineers Association

80. ISA Instrument Society of America

81. ISO Insurance Service Office

82. JIC Joint Industry Conferences of Hydraulic Manufacturers

83. MBE Minority Business Enterprise

84. MBMA Metal Building Manufacturers Association

85. MIA Marble Institute of America

86. Mil. Sp. Military Specification (or MIL)

87. MS Military Specifications

88. MSS Manufactures Standardization Society of the Valve and Fittings

Industry

89. MMA Monorail Manufacturers' Association

90. NAAMM National Association of Architectural Metal Manufacturers

91. NACE National Association of Corrosion Engineers

92. NBHA National Builders' Hardware Association

93. NBFU National Bureau of Fire Underwriters

94. NBS National Bureau of Standards

95. NCPI Nation Clay Pipe Institute

96. NCMA Nation Concrete Masonry Association

97. NEC National Electrical Code

98. NECA National Electrical Contractor's Association

99. NEMA National Electrical Manufacturers' Association

100. NESC National Electric Safety Code

101. NFPA National Fire Protection Association

102. NHLA National Hardwood Lumber Association

103. NHPMA Northern Hardwood and Pine Manufacturer's Association

104. NLMA National Lumber Manufacturers' Association

105. NPT National Pipe Threads






01092-5

106. NRCA National Roofing Contractors Association

107. NSF National Sanitation Foundation Testing Lab.

108. NSPE National Society of Professional Engineers

109. NTMA National Terrazzo and Mosaic Association

110. NWWDA National Wood Window and Door Association

111. OD Outside Diameter

112. OECI Overhead Electrical Crane Institute

113. OFCCP Office of Federal Contracts Compliance Programs

114. OSHA Occupational Safety and Health Act (both Federal and State)

115. PCA Portland Cement Association

116. PCI Prestressed Concrete Institute

117. PEI Porcelain Enamel Institute

118. PPI Plastic Pipe Institute

119. PS Product Standards Section-U.S. Department of Commerce

120. PSIG Pounds Per Square Inch Gauge

121. RMA Rubber Manufacturers' Association

122. RPM Revolutions per Minutes

123. SAE Society of Automotive Engineers

124. SCPI Structural Clay Products Institute

125. SCPRF Structural Clay Products Research Foundation

126. SDI Steel Deck Institute

127. SDI Steel Door Institute

128. SIGMA Sealed Insulating Glass Manufacturing Association

129. SJI Steel Joists Institute

130. SMACNA Sheet Metal and Air-Conditioning Contractors National

Association

131. SMSA Standard Metropolitan Statistical Area

132. SPI Society of the Plastics Industry

133. SPIB Southern Pine Inspection Board

134. SSPC Steel Structures Painting Council

135. STA Station (100 feet)

136. SWI Steel Window Institute

137. TDH Total Dynamic Head

138. TEMA Tubular Exchanger Manufacturers' Association

139. TCA Tile Council of America

140. UBC Uniform Building Code

141. UFC Uniform Fire Code

142. UL Underwriters Laboratories Inc.

143. UMC Uniform Mechanical Code

144. US U.S. Bureau of Standards

145. USASI United States of America Standards Institute

146. USBR U.S. Bureau of Reclamation

147. USC&GS United States Coast and Geodetic Survey






01092-6

148. USGS United States Geological Survey

149. WCLIB West Coast Lumber Inspection Bureau

150. WWPA Western Wood Products Association

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

Proposed Bridge Repairs Construction Scheduling,

Byrd Park PS Access Bridge Coordination And Sequencing




01106 - 1

SECTION 01106

CONSTRUCTION SCHEDULING,

COORDINATION AND SEQUENCING

PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. Construction work under this contract shall have the least amount of interferences with the

operations of existing facilities. Existing facilities must be maintained in continuous operation at

all times during the course of the work under this contract.

B. To achieve reliable, continuous operation, new equipment and facilities shall be tested and in

operating condition before final tie-ins are made which connect new equipment and facilities to

the existing system.

C. The CONTRACTOR shall submit to the CM, drawings showing details of all temporary

connections or facilities as required.

D. Disposal of any waste materials must be in accordance with federal, state and local codes.

E. No extra payment shall be made for any labor, materials, tools, equipment or temporary facilities

required during the construction of facilities. All costs therefore shall be considered to have been

included in the price bid of the Proposal.

1.02 SEQUENCE OF CONSTRUCTION

A. A plan for the sequence of construction and delivery dates is necessary to keep shutdowns and

the construction to a minimum. The CONTRACTOR shall develop a sequence of construction

and submit it to the OWNER and CM for review and approval. The plan shall include all work

to be performed and shall be broken down to allow coordination with “Requests for Payment”.

The sequence of construction shall be such that all work under this contract shall be completed

within the construction time stated in these specifications.

1.03 OPERATIONS OF EXISTING FACILITIES

A. The CONTRACTOR shall coordinate all sequence of the work, operation of existing facilities,

shutdowns, etc. with the CM. All N.O.I.’s and shutdown requests shall be made, in writing to

the CM, for approval by the OWNER and CM. The CM will be responsible for forwarding all

requests to the City and ENGINEER for review. No work shall proceed until approval has been

received from the CM.






01106 - 2

B. The CONTRACTOR shall schedule his work in such a manner as to perform the work under this

contract with the least possible interference with normal operation of the City’s pump station. If

it is necessary to interrupt the normal operation of portions of the existing facilities brought about

by the need to disconnect and reconnect or to add to or modify certain items of equipment,

piping, and other existing facilities, such interruptions shall require that the CONTRACTOR

submit a Notice of Operation Impact (N.O.I.) request form and arrangements shall be made with

the CM. The NOI shall be submitted a minimum of thirty (30) days in advance of such activities

requiring the interruption of services by the CONTRACTOR to the CM.

C. The N.O.I. forms shall be initiated by the CONTRACTOR and submitted to the CM for review

and release prior to any work being done that might, in any way, have an effect on the operations

of the plant. An outline of the required N.O.I. work is located at the back of this Specification

section and an example of an N.O.I. is located in Appendices.

D. It is the CONTRACTOR’s responsibility to coordinate work with the CM to be sure that N.O.I.s

are submitted in a timely fashion.

1.04 FACILITY SHUTDOWNS

A. The CONTRACTOR shall carefully coordinate all work and schedules and shall provide the

OWNER and CM with written notice prior to each shutdown period unless otherwise approved

by the OWNER and CM.

B. Prior to a shutdown, the CONTRACTOR shall submit to the CM and OWNER in writing,

detailed descriptions and schedules of the proposed construction procedures during the shutdown

period. Information submitted to the CM shall include a complete inventory of materials and

equipment needed to perform the work. No shutdown of a facility or operation will be permitted

until the CM has reviewed and approved, in writing, the proposed construction plans and

procedures.

C. If, during any temporary shutdown periods, the work performed is not satisfactory, as planned, or

not completed with the maximum time allocated, the OWNER may order the CONTRACTOR to

place the facility back in service and reschedule the work, or he may order the work required to

place the facility or operation back in service to be performed with other forces.

D. During scheduled shut downs the CONTRACTOR shall be responsible for all damages and costs

thereof due to negligence.

E. The CONTRACTOR shall provide all temporary connections and/or controls to operate valves,

equipment, etc., which may be necessary until final connections and/or controls are complete.

The CONTRACTOR shall also provide all temporary plugging, bulkheading and buttressing of

pipelines, conduits and appurtenances. Under no circumstances cease Work at the end of a

normal working day if such actions may inadvertently cause a cessation of any facility operating

process, in which case, remain onsite until necessary repairs are complete.






01106 - 3

F. Do not close lines, open valves, or take other action which would affect the operation of existing

systems, except as specifically required by the Contract Documents and after approval of

OWNER, CONSTRUCTION MANAGER (CM). Such actions will be considered by OWNER

and CM upon 48 hours written notice to CM.

G. Sequence of Construction

1. The Contractor shall develop a sequence of construction and submit it to the Owner

and CM for review and approval.

2. In general, the CONTRACTOR shall perform the various items of work under the

contract in a sequence but in keeping with the above requirements. The work shall be

performed in the general sequence to meet the proposed progress schedule, but in

keeping with the requirements of the paragraph 1.03, Operation of Existing Facilities.

3. A plan for the sequence of construction and equipment delivery dates is necessary to

keep shutdowns to a minimum. The plan shall include all work to be performed and

shall be broken down to allow coordination with “Requests for Payment”. The

Sequence of Construction shall be such that all work under this contract shall be

completed within the construction time stated in these specifications.

4. The sequence of construction shall show items of work on the critical path and other

major items that have the potential to lie on the critical path. All items shall be tested

and be complete for operation before beginning on the next item of work unless

otherwise noted.

5. The constraints specified above regarding outages of the existing facilities include

certain scheduling requirements. Those requirements shall be considered together with

the provisions of this paragraph when planning the work.

6. The Contractor shall schedule all required tests, approvals and inspections of the Work

or portions thereof at appropriate times so as not to delay the progress of the Work or

other work related to the Project.

1.05 COORDINATION

A. Contractor, Subcontractors and Owner Personnel

1. The CONTRACTOR’s staging and laydown areas shall be coordinated with the

OWNER.

2. The CONTRACTOR is responsible for the proper coordination of his work and his

subcontractor's work, to prevent interference with the operation of the existing system






01106 - 4

and to assure that the OWNER is made aware in advance of proposed construction

activities.

3. There will be no basis for claim for extra compensation or contract time extension due to

delay caused by the CONTRACTOR's failure to give proper notice for requested

shutdowns or to advise the OWNER of proposed construction activities that in the

judgement of the Owner will interfere with operation of the distribution system.

4. Should an emergency condition arise, the OWNER has the authority to require the

CONTRACTOR and his subcontractors to suspend their operations temporarily until

conditions return to normal, without claim for extra cost or contract time extension by the

CONTRACTOR and his SUBCONTRACTORS.

5. Where the work is installed in close proximity to work of other subcontractors, or where

there is evidence that the work of any CONTRACTOR will interfere with the work of

other CONTRACTORS, the CONTRACTOR shall work out space allocations to make a

satisfactory adjustment. The Contractor shall prepare composite working drawings and

sections at a suitable scale, not less than 1/4 inch equals 1 foot, clearly showing how

work is to be installed in relation to the work of others. If the CONTRACTOR permits

any work to be installed before coordinating with the various subcontractors; or so as to

cause interference with work of other subcontractors, he shall make necessary changes in

the work to correct the condition without extra cost to the OWNER.

6. The CONTRACTOR shall be responsible for coordinating with subcontractors to

determine the location, size and arrangement of all chases and openings and shall

establish clearances in concealed spaces required for the proper installation of its work

and shall see that such are provided.

7. CONTRACTOR agrees to indemnify the OWNER and to hold the OWNER harmless for

any injury or malady suffered by any agent, employee, or servant of CONTRACTOR

including any subcontractor or independent CONTRACTOR of CONTRACTOR

(collectively hereinafter "agent"). Furthermore, CONTRACTOR agrees to adhere to all

applicable and pertinent OSHA and Commonwealth of Virginia rules, regulations, and

guidelines; to adhere to all OWNER ordinances, laws, rules, and regulations; and to

follow and apply safe construction practices in order to promote and provide a safe

working environment for agents. CONTRACTOR agrees to indemnify and pay the

OWNER for any attorneys fees incurred by the OWNER in the defense of any claim

against the OWNER for an injury resulting from CONTRACTOR negligent failure: (1)

to provide a safe working environment; (2) to follow safe construction practices; (3) to

inspect, supervise or review the job site or any plan or specification prepared by

CONTRACTOR or his agents; and (4) to comply with any OSHA or Commonwealth of

Virginia rules, regulation or guideline or any Owner ordinance, law, rule and regulation.

CONTRACTOR agrees to pay all court costs and any settlement or judgement incurred

by the OWNER as a result of any such action or claim.






01106 - 5

1.06 RELATIONS WITH OTHER CONTRACTORS

A. The CONTRACTOR shall conduct his operations so as not to interfere with or injure the work of

other contractors or workmen doing work for the City. The CONTRACTOR shall promptly

make good, at his own expense, any injury or damage which may be done to such work by him or

his employees, agents or subcontractors.

B. The CONTRACTOR shall suspend such part of his work, or shall carry on the same in such

manner as may be ordered by the CM when necessary to facilitate the work of such other

contractors or workmen.

1.07 UTILITIES

A. Coordinate Work with various utilities within Project limits. Notify applicable utilities prior to

commencing Work, if damage occurs, or if conflicts or emergencies arise during Work. Should

any utility be damaged or if conflicts or emergencies arise, the CM shall be notified immediately.

1.08 INFORMATION NOT GUARANTEED

A. All information shown on the drawings or written in the other Contract Documents relating to

existing construction and other conditions, natural phenomena and existing pipes is from the best

sources at present available to the City. All such information is furnished only for the

information and convenience of bidders and is not guaranteed.

B. It is agreed further and understood that no bidder or CONTRACTOR shall use or be entitled to

use any of the information made available to him or obtained in any examination made by him in

any manner as a basis of or ground for any claim or demand against the City, arising from or by

reason of any variance which may exist between the information made available and the actual

conditions, natural phenomena or existing pipes actually encountered during the construction

work, except as may be otherwise expressly provided for in the Contract Documents.

1.09 OBSTRUCTIONS UNEXPECTEDLY ENCOUNTERED

A. In case any pipe, structure, or other obstruction, so located or placed as to interfere with the

work, is unexpectedly encountered, the CONTRACTOR shall at once notify the Engineer by

telephone and confirm in writing, of the locality and circumstances, and the work at this location

shall be suspended until satisfactory arrangements are made, without any claim for damages or

extra compensation arising from the delay, but the CONTRACTOR may be allowed an extension

of time as hereinbefore provided.

1.10 NOT USED

1.11 PROJECT MEETINGS






01106 - 6

A. Pre-Construction Conference: The Pre-Construction Conference shall be held in accordance with

Section 01200 – Project Meetings. The purpose of this meeting is to establish a working

understanding between the parties and to discuss those subjects which may be pertinent, but not

limited to the project, including:

1. Project administration: review of the CM Construction Procedures Manual, Project CPM

schedule, payments, changes, working hours, and coordination.

2. Technical: Shop Drawing submittals, inspections, clarifications, quality.

3. Site: security, facilities, sound levels, access, neighbors.

4. Safety.

B. Progress/Coordination Meetings: CM shall schedule and conduct periodic (typically every other

week or as required) meetings to review the status of the project and to identify and resolve

issues which may affect the project. Attendance is required for representatives of the OWNER,

CONTRACTOR, CM, and ENGINEER and may be attended by others who may contribute. CM

will prepare and distribute Minutes within 5 days; the Minutes will serve as the Agenda for the

next progress meeting. Topics will include Coordination, Shop Drawing Review, Clarifications,

Potential Changes, Progress and Schedule, Quality, and Safety.

C. Quality Control and Coordination Meeting(s):

1. Scheduled by CM on regular basis and as necessary to review test and inspection reports,

and other matters relating to quality control of Work and work of other contractors.

2. Attendees will include CONTRACTOR, CONTRACTOR’s designated quality control

representative, selected Subcontractors and Suppliers, CM, and ENGINEER’s

representatives.

D. Other Meetings: OWNER, CONTRACTOR, or ENGINEER may request that CM schedule,

conduct, or attend other meetings as required to review and resolve project issues. Such meetings

may include equipment pre-installation, outage coordination, instrumentation and testing, safety,

and other topics as required. CM will prepare and distribute minutes as appropriate.

1.12 COMPLETION OF WORK

A. In addition to the definition in the General Conditions, Substantial Completion is further defined

as (i) that degree of completion of the Project’s operating facilities or systems sufficient to

provide the OWNER the full time, uninterrupted, continuous beneficial operation of the Work;

and (ii) all required functional, performance, and acceptance or startup testing has been

successfully demonstrated for all components, devices, equipment, and instrumentation and

control (both local and plant wide) to the satisfaction of the CM in accordance with the






01106 - 7

requirements of the Specifications; (iii) all inspections required have been completed and

identified conditions corrected. Specific items of Work which shall be completed prior to

declaration of Substantial Completion date include, but are not limited to, the following:

1. Conformance with all training services requirements.

2. Correction of all state, local, and other regulatory agencies defective Work lists.

3. Submittals have been received and approved by the CM including, but not necessarily

limited to, the following:

a. Operation and maintenance manuals, including service and maintenance

agreements.

b. Equipment data forms.

c. Manufacturers’ certificates of proper installation.

d. Factory test reports.

4. All special accessories have been provided that are required to place each item or

equipment in full operation. These special accessory items include, but are not limited to,

specified spare parts, test equipment, adequate oil and grease or other lubrication, air

filters, light bulbs, fuses, special tools, valve operators, and other expendable items

required for startup and operation of the operating facilities or systems as a whole.

5. All additional warranty or insurance coverage requirements have been provided.

6. The OWNER may request utilization of substantially completed parts of the project prior

to substantial completion of all work. These guidelines are described in paragraph 1.15

in this section.

1.13 HOLIDAYS, WORKING HOURS, AND NOISE

A. The City observes a five-day work week and the following holidays: New Year's Day; Martin

Luther King's Birthday; Washington's Birthday, Good Friday; Memorial Day; Independence

Day; Labor Day; Veterans Day; Thanksgiving Day; the Friday after Thanksgiving; Christmas

Eve and Christmas Day. The CONTRACTOR will not be permitted to work on these holidays

unless otherwise authorized from the OWNER through the CM.

B. Contractor operations shall be limited to Monday through Friday, 7.00 a.m. to 5:30 p.m., local

time, unless approved by the CM. The CONTRACTOR shall not work during weekends or City

holidays, unless approved by the CM, with two (2) weeks prior request needed. CONTRACTOR

shall reimburse OWNER for additional expenses incurred for working beyond operation times

identified above or on a City holiday.






01106 - 8

C. Under extreme circumstances, the CONTRACTOR might be allowed to work outside of the

specified hours or days. The CONTRACTOR shall request written authorization from the

OWNER through the CM. Request must be submitted one week prior to the work activity. For

work outside the standard hours, the CONTRACTOR will be required to pay the whole cost for

the City inspection. This also includes the whole costs for any of the CM personnel.

D. In case of an extreme emergency which may require that work be done on Saturdays, Sundays,

holidays or longer than ten hours per day, the CONTRACTOR shall request permission of the

OWNER through the CM to do so. If, in the opinion of the OWNER, the emergency is bona

fide, he will grant permission to the CONTRACTOR to work such hours as may be necessary.

Also if in the opinion of the OWNER, a bona fide emergency exists, he may direct the

CONTRACTOR to work such hours as may be necessary whether the CONTRACTOR requests

permission to do so or not.

E. No playing of portable or car radios at or adjacent to the project site will be permitted.

F. Noise Control Ordinance: City of Richmond. The maximum allowable noise level at the property

line of neighborhood residences is 55 dBA for CONTRACTOR operations at all times.

1.14 ADJACENT FACILITIES AND PROPERTIES

A. Examination:

1. After Effective Date of the Agreement and before Work at site is started OWNER,

CONTRACTOR, CM, and utility owners shall make thorough examination of

pre-existing conditions including existing buildings, structures, and other improvements

in vicinity of Work, as applicable, which might be damaged by construction operations.

Periodic re-examination shall be jointly performed to include, but not limited to, cracks

in structures, settlement, leakage, and similar conditions.

2. Record observations for signature of CM and CONTRACTOR.

B. Documentation:

1. Submit two copies of photographs or other records documenting examination for CM’s

signature. CM will review, sign, and return one record copy of every observation

document and photograph to CONTRACTOR to be kept on file in CONTRACTOR’s

field office as site records.

2. These observations and photographs are intended for use as indisputable evidence in

ascertaining whether and to what extent damage occurred as a result of

CONTRACTOR’s operations, and are for protection of adjacent property owners,

CONTRACTOR, and OWNER.

1.15 PARTIAL UTILIZATION BY THE OWNER






01106 - 9

A. Definition: Use by OWNER of a substantially completed part of the Work for the purpose for

which it is intended (or a related purpose) prior to Substantial Completion of all the Work.

B. Unless agreed in writing prior to OWNER’s use, the following conditions shall apply:

1. CONTRACTOR’s Responsibilities:

a. Allow access for OWNER’s personnel.

b. Allow operation of heating, ventilating, and electrical systems.

c. Perform all required lubrication and maintenance of equipment installed by him

until final acceptance of the complete project.

2. OWNER’s Responsibilities:

a. Operate heating and ventilating systems and pay costs of same.

b. Assume responsibility for security and fire protection in utilized areas, but not

extending to protection of CONTRACTOR’s materials and equipment in utilized

areas.

3. Other Conditions of OWNER’s Use: The correction period for the occupied or separately

operated portion of Work shall commence at the date of Substantial Completion for that

separate part.

C. Property Insurance: OWNER may occupy or use a portion or portions of the Work prior to

Substantial Completion of all the Work, provided that no such use or occupancy shall commence

before the insurers providing the property insurance have acknowledged notice thereof and in

writing effected any changes in coverage necessitated thereby. The insurers providing the property

insurance shall consent by endorsement on the policy or policies, but the property insurance shall

not be canceled or permitted to lapse on account of any such partial use or occupancy.

1.16 OWNER FACILITIES

A. Operation of Existing Facilities:

1. Continuous operation of OWNER’s facilities is of critical importance. Schedule and

conduct activities to enable existing facilities to operate continuously, unless otherwise

specified.

2. Conduct Work outside regular working hours on prior written consent of OWNER to

meet Project schedule and avoid undesirable conditions.

3. Do not proceed with Work affecting a facility’s operation without obtaining OWNER’s

advance approval of the need for and duration of such Work.






01106 - 10

4. Provide N.O.I. as required for approval to CM of need to shut down a process or facility.

5. Only OWNER’s personnel shall be authorized to operate gates, valves and other

facilities.

1.17 PHYSICAL CONDITIONS

A. Exercise reasonable care to verify locations of existing subsurface structures and Underground

Facilities.

B. Thoroughly check immediate and adjacent areas subject to excavation by visual examination

(and by electronic metal and pipe detection equipment, as necessary) for indications of

subsurface structures and Underground Facilities. Also verify the location of existing exposed

equipment.

C. Make exploratory excavations where existing Underground Facilities or structures may

potentially conflict with proposed Underground Facilities or structures. Conduct exploratory

excavations in presence of CM and sufficiently ahead of construction to avoid possible delays to

CONTRACTOR’s Work.

1.18 SALVAGED MATERIALS

A. In the course of performing the work, it will be necessary for the CONTRACTOR to remove

existing materials and equipment which will not be incorporated in the new work. Such

materials and equipment which the Owner determines to be salvageable shall remain his property

and be turned over to him. All other removed items shall become the property of the

CONTRACTOR.

B. Materials and equipment to be salvaged by the Owner shall be removed with care by the

CONTRACTOR so that they are not damaged. They shall be disassembled and stored in a neat

and orderly manner at a location approved by the City of Richmond.

1.19 CONSTRUCTION PHOTOGRAPHS

Provide photographs showing the preconstruction site, construction progress, and the post-

construction site. Photographs shall be taken and delivered in accordance with Section 01380 –

Construction Photographs.

1.20 REFERENCE POINTS AND SURVEYS

A. Location and elevation of benchmarks are shown on the drawings where applicable.

B. Dimensions for lines and elevations for grades of structures, appurtenances, and utilities are

indicated on Drawings, together with other pertinent information required for laying out Work. If






01106 - 11

conditions vary from those indicated, notify CM immediately, who will make minor adjustments

required.

C. CM may perform checks to verify accuracy of CONTRACTOR’s layout Work and that

completed Work complies with Contract Documents.

D. Any existing survey points or other control markers destroyed without proper authorization will

be replaced by owner of the survey points or control markers at the CONTRACTOR’s expense.

E. CONTRACTOR’s Responsibilities:

1. Provide additional survey and layout required.

2. Locate and protect reference points prior to starting site preparation.

3. Notify CM at least 3 working days in advance of time when grade and line to be provided

by others will be needed.

4. Check and establish exact location of existing facilities prior to construction of new

facilities and any connections thereto.

5. In event of discrepancy in data or staking provided by CM, request clarification before

proceeding with Work.

6. Preserve and leave undisturbed control staking until CM has completed checks it deems

necessary.

7. Re-establish reference points resulting from destruction by CONTRACTOR’s operations.

8. Retain professional land surveyor or civil engineer registered in state of Project who shall

perform or supervise engineering surveying necessary for additional construction staking

and layout.

9. Maintain complete accurate log of survey Work as it progresses as a Record Document.

10. On request of OWNER or CM submit additional documentation as required

11. Provide competent employee(s), tools, stakes, and other equipment and materials as CM

may require to:

a. Check layout, survey, and measurement Work performed by others.

b. Measure quantities for payment purposes.






01106 - 12

12. Cooperate with CM so that checking and measuring may be accomplished with least

interference to CONTRACTOR’s operations.

1.21 TESTS AND INSPECTIONS

A. Provide initial and subsequent inspections of Work to ensure that the Work conforms to the

Contract Documents. Give CM timely notice of readiness of the Work for all non-

CONTRACTOR required inspections, tests or approvals, and cooperate with inspection and

testing personnel to facilitate required inspections or tests.

B. The CONTRACTOR is required to cooperate and to allow for required Special Inspections for

this project. Special Inspection forces are to be provided by the Owner and coordinated through

the CM.

C. OWNER shall employ and pay for the services of an independent testing laboratory to perform

all non-CONTRACTOR inspections, tests, or approvals required by the Contract Documents.

D. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof)

specifically to be inspected, tested or approved by an employee or other representative of such

public body, assume full responsibility for arranging and obtaining such inspections, tests or

approvals, pay all costs in connection therewith. Furnish CM the required certificates of

inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining

and shall pay all costs in connection with any inspections, tests or approvals required for

OWNER’s and CM’s acceptance of materials or equipment to be incorporated in the Work, or of

materials, mix designs, or equipment submitted for approval prior to CONTRACTOR’s purchase

thereof for incorporation in the Work.

E. Paragraph 6.3 of the GENERAL CONDITIONS is supplemented by this paragraph.

F. An inspector or inspectors of the CM or City or both will be stationed on the work site to report

to the CM as to the progress of the work and the manner in which it is being performed; also, to

report whenever it appears that the materials furnished and work performed by the

CONTRACTOR fail to fulfill the requirements of the specifications and contract, and to call to

the attention of the CONTRACTOR any such failure or other default; but no inspection nor any

failure to inspect, at any time or place, however, shall relieve the CONTRACTOR from an

obligation to perform all of the work strictly in accordance with the requirement of the Contract

Documents. The inspectors shall perform such other duties as are assigned to them. They shall

not be authorized to revoke, alter, enlarge, relax or release any requirements of these

specifications, nor to approve or accept any portion of work, nor to issue instructions contrary to

the plans and specifications. Inspectors shall in no case act as foreman or perform other duties

for the CONTRACTOR, nor interfere with the management of the work by the latter. Any

instructions which the inspectors may give the CONTRACTOR shall in no way be construed as

binding the Engineer or the City in any way, nor releasing the CONTRACTOR from fulfillment

of the terms of the Contract.






01106 - 13

G. The CM may appoint such other person or persons as he may deem necessary to inspect, at any

time or times, the material and equipment furnished and the work done under this Contract, said

inspections to be made at the shops or plants, at the site of the work or at any or all said places, at

the discretion of the CM.

H. Work and materials will be inspected promptly, but if for any reason delays should occur, the

contractor shall thereby have no claims for damages or extra compensation. Materials and

workmanship shall always be subject to the approval of the CM; but no inspection, approval or

acceptance of any part of the work or of the materials used therein, nor any payment on account

thereof, shall prevent the rejection of said materials or work at any time thereafter during the

existence of the Contract, should said work or materials be found to be defective or not in

accordance with the requirements of the specifications and Contract.

I. At all times during the progress of the work, the CONTRACTOR shall, if so required by the CM,

permit, or secure permission for, the CM or any duly authorized inspector or representative of the

City to enter any factory, shop or other place where any materials and equipment to be supplied

for the work under this contract are prepared, manufactured or constructed at any time or times

while such preparations, manufacture or construction is in progress. The CONTRACTOR shall

furnish and prepare or cause to be furnished and prepared without charge, all such assistance,

appliances, samples of materials and test specimens as may be ordered by the CM or such

inspector or representative for the purpose of making official tests and investigations. The

CONTRACTOR shall also provide all tools, testing machines, materials, and labor necessary for

the required testing, inspection and weighing at the shops, plants, and/or site of the work, of the

materials and equipment and of any and all parts thereof to be supplied for the work under this

contract.

J. The CM shall be notified of the time and place of preparation, manufacture or construction of all

material, equipment and devices for all or part of the work before delivery at the site of the work.

Such notification shall be given a sufficient time in advance of the beginning of the work on

such material, equipment and devices to allow arrangements to be made for inspecting and

testing.

PART 2 - PRODUCTS Not used.

PART 3 – EXECUTION

3.01 CUTTING, FITTING, AND PATCHING

A. Cut, fit, adjust, grout or patch Work and work of others, including excavation and backfill as

required, to make Work complete.

B. Obtain prior written authorization of CM and OWNER before commencing Work to cut or

otherwise alter:






01106 - 14

1. Structural or reinforcing steel, structural columns or beams, elevated slabs, trusses, or any

other structural member.

2. Weather- or moisture-resistant elements.

3. Efficiency, maintenance, or safety of element.

4. Work of others.

C. Refinish surfaces to provide an even finish.

1. Refinish continuous surfaces to nearest intersection.

2. Refinish entire assemblies.

3. Finish restored surfaces to such planes, shapes, and textures that no transition between

existing work and Work is evident in finished surfaces.

D. Restore existing work, Underground Facilities, and surfaces that are to remain in completed

Work including concrete-embedded piping, conduit, and other utilities as specified and as shown.

E. Make restorations with new materials and appropriate methods as specified for new Work of

similar nature; if not specified, use best recommended practice of manufacturer or appropriate

trade association.

F. Fit Work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces and fill

existing voids.

G. Remove specimens of installed Work for testing when requested by CM.

END OF SECTION

Proposed Bridge Repairs Measurement and Payment





01130 - 1

SECTION 01130

MEASUREMENT AND PAYMENT

PART I - GENERAL

1.01 GENERAL

A. The CONTRACTOR shall receive and accept the compensation provided in the

Bid Proposal(s) and the Contract(s) as full payment for furnishing all materials,

labor, tools and equipment, for performing all operations necessary to complete

the work under the Contract(s), and also in full payment for all loss or damages

arising from the nature of the work, or from any discrepancy between the actual

quantities of work and quantities herein estimated by the CM, or from the action

of the elements or from any unforeseen difficulties which may be encountered

during the prosecution of the work until the final acceptance by the OWNER.

B. The prices stated in the proposal(s) include all costs and expenses for taxes, labor,

equipment, materials, commissions, transportation charges and expenses, patent

fees and royalties, labor for handling materials during inspection, insurance

permits and other fees, together with any and all other costs and expenses for

performing and completing the work as shown on the Drawings and specified

herein. The basis of payment for an item at the lump sum price shown in the

proposal(s) shall be in accordance with the description of that item in this Section.

C. The CONTRACTOR’s attention is called to the fact that the quotations for the

various items of work are intended to establish a total price for completing the

work in its entirety. Should the CONTRACTOR feel that the cost for any item of

work has not been defined by a Bid Form payment item, he shall include the cost

for that work in some other applicable bid item, so that his proposal for the project

reflects his total price for completing the work in its entirety.

D. The OWNER reserves the right to change the alignment, grade, form, length,

dimensions or materials of the work under the contract, whenever any conditions

or obstructions are met that render such changes desirable or necessary. All such

alterations shall be paid for under the total lump sum bid or at a unit price bid for

these items of work, except as follows:

1. In case such alterations made the work less expensive to the

CONTRACTOR, a proper deduction shall be made from the contract

prices and the CONTRACTOR shall have no claim on this account for

damages or for anticipated profits on the work that may be dispensed with.






01130 - 2

2. In case such alterations make the work more expensive, a proper addition

shall be made to contract prices. The CM shall determine any such

deduction or addition.

E. The OWNER reserves the right to increase or decrease the quantity of material to

be furnished or work to be done under the contract whenever he deems if

advisable or necessary, and such increase or decrease shall in no way violate the

contract. For the Unit Price Items included in the Bid, the CONTRACTOR will

be paid for the actual quantity of the authorized work done or material furnished

under each item of the proposal, at the unit price bid for such item. In case the

quantity of any item is increased, the CONTRACTOR shall not be entitled to

compensation over and above the unit price bid for such item. In case the quantity

of any item is decreased, the CONTRACTOR shall have no claim for damages on

account of loss of anticipated profits because of such decrease.

1.02 MEASUREMENT

A. The quantities for payment under this Contract shall be determined by actual

measurement of the completed items, in place and accepted by the OWNER, in

accordance with the General Conditions. A representative of the CONTRACTOR

shall witness all field measurements.

1.03 SCHEDULE OF VALUES

A. Approval of Schedule: Submit for approval a schedule of values for all the work

consistent with and generated from the cost loaded CPM schedule as indicated in

Section 1310, Progress Schedule.

B. The Schedule of Values shall be prepared by the CONTRACTOR and submitted

to the ENGINEER within 15 days of the execution of the Contract and shall serve

as a breakdown of the lump sum bid for the purpose of arriving at a basis for the

monthly estimate. The schedule shall be broken down into schedule of values

categories and each category shall be further broken into each applicable

specification section. The total of the Schedule of Values unit prices shall add up

to 100% of the Total Project Cost Bid.

C. Revisions: With each Application for Payment, revise schedule to list approved

Change Orders.

1.04 APPLICATION FOR PAYMENT

A. The CONTRACTOR shall submit to the CM an updated copy of the cost loaded

CPM schedule as a basis for monthly progress payments to the CONTRACTOR.

This updated schedule should be submitted to the CM near the 25th or last Friday






01130 - 3

of each month. No payments shall be made to the CONTRACTOR until an

approved CPM Schedule is received.

B. If partial payment for stored materials is requested, the CONTRACTOR shall

submit with the CPM schedule update, a separate schedule for Materials Stored

showing activity number, description, invoice number, previous value received,

value incorporated into the work and present value. Accompanying paid invoices

demonstrating proof of ownership shall be provided in conjunction with any

stored material for which the CONTRACTOR is requesting payment.

C. The CM shall update the schedule based on the CONTRACTOR’s status provided

in accordance with the schedule update requirements of Section 01310,

PROGRESS SCHEDULE, and prepare for the CONTRACTOR’s signature a

Partial Payment Request consistent with the earned value of work as determined

by the monthly CPM schedule update.

D. The CONTRACTOR shall review and if acceptable execute the Partial Payment

Request by signature of an authorized officer of the CONTRACTOR and return to

the CM for distribution to the OWNER for payment. Should the CONTRACTOR

disagree with the Partial Payment Request as presented by the CM, the

CONTRACTOR shall respond in writing giving reasons for the areas of

disagreement.

E. Retainage from partial payments: Retainage in the amount of five (5) % shall be

deducted from the partial payments as stipulated in the General Conditions.

1.05 MEASUREMENT - GENERAL

A. Weighing, measuring, and metering devices used to measure quantity of materials

for Work shall be suitable for purpose intended and conform to tolerances and

specifications as specified in National Institute of Standards and Technology,

Handbook 44.

B. Units of measure shall be as follows:

Item Method of Measurement

TON TON— Dry Weight by delivery tickets and

Field Measure by ENGINEER within the limits

specified or shown

SY Square Yard —Field Measure by ENGINEER

within the limits specified or shown

LF Linear Foot—Field Measure by ENGINEER






01130 - 4

Item Method of Measurement

LS Lump Sum—Unit is one; no measurement will

be made.

1.06 LUMP SUM and UNIT PRICE ITEMS

A. Item A-1: Mobilization/Demobilization

1. Mobilization /Demobilization is stipulated at $10,000. Contractor shall

provide all labor, services, specialists, material and equipment for

preparatory and removal work and operations, including but not limited to

those necessary for the mobilizing and demobilization of site equipment,

materials, supplies and incidentals; for the establishment and removal of

all offices, buildings and other temporary facilities necessary for work on

the project; cost for prepaid bonds and insurance; and for all other work

and operations to be performed or costs incurred to begin work on the

various Contract Items.

2. Cost of pre-paid bonds, insurance, and permit fees required for the

Contract may be reimbursed under this Contract Item. Proof of payment

by the Contractor for such bonds and insurance costs will be required if

reimbursement is requested prior to having 2% of the Total Base Bid Part

A amount earned. The amount reimbursed for prepaid bonds and

insurance costs will be included as part of any mobilization NRP No. 5

01025-4 8/2011 payments stipulated under the below listed terms and

there will be no extra or separate payment for these items.

3. When the monthly progress payment estimate of the total amount earned,

not including the amount earned for mobilization, is 2% or more of the

Total Base Bid Part A amount, the total amount earned for mobilization

and demobilization shall be 35% of the Total Base Bid Part A price for

mobilization and demobilization and this amount will be included in the

monthly estimate for payment.


not including the amount earned for mobilization, is 5% or more of the

Total Base Bid Part A amount, the total amount earned for mobilization

and demobilization shall be additional 35% of the Total Base Bid Part A

price for mobilization and demobilization and this amount will be included

in the monthly estimate for payment.






01130 - 5


not including the amount earned for mobilization and demobilization, is

95% or more of the Total Base Bid Part A amount, the total amount

earned for mobilization and demobilization shall be an additional 30% of

the Contract Item price for mobilization and demobilization and this

amount will be included in the monthly estimate for payment.

6. The City reserves the right in case the Contractor defaults on the Contract,

to retain the use, or have used, the Contractor's plant, equipment, tools,

materials and other property for, and until, completion of the work, in

accordance with Section 7 of the General Conditions of the Contract.

B. Item A-2: Channel Debris Removal and Disposal - Complete.

1. Payment for removal and disposal of Channel Debris shall be made at the

lump sum price bid to perform the work as shown on the drawings,

specifications and specified herein.

2. No measurement shall be made. Payment shall be based on the estimated

percentage of the work that is completed and construction milestones.

3. The lump sum price bid shall include all labor, materials, tools, equipment

and services for Channel Debris removal, complete.

C. Item A-3: Concrete Substructure Surface Repairs, Complete in place.

1. Payment for performing Concrete Substructure Surface Repairs shall be

made at the square yard (SY) unit price bid to perform the work as shown

on the drawings, specifications and specified herein.

2. Measurement shall be made in accordance with the base bid item or as

agreed by OWNER.

3. The price bid shall include all labor, materials, tools, equipment and

services for performing Concrete Substructure Surface Repairs, Complete

in place and in accordance with Virginia Department of Transportation

Specifications.

D. Item A-4: Concrete Superstructure Surface Repairs, Complete in place.

1. Payment for performing Concrete Superstructure Surface Repairs shall be

made at the square yard (SY) unit price bid to perform the work as shown







01130 - 6


agreed by OWNER.


services for performing Concrete Superstructure Surface Repairs,

Complete in place and in accordance with Virginia Department of

Transportation Specifications.

E. Item A-5: Remove Existing Handrail and Install Load Posting Sign - Complete.

1. Payment for removal and recycling of Existing Handrail and Installation

of Load Posting Sign shall be made at the lump sum price bid to perform

the work as shown on the drawings, specifications and specified herein.

2. No measurement shall be made. Payment shall be based on the estimated

percentage of the work that is completed and construction milestones.

3. The lump sum price bid shall include all labor, materials, tools, equipment

and services for Removal of Existing Handrail and fabrication and

installation of Load Posting Sign, complete including but not limited to

removal of existing anchors that will not be incorporated into curb

reconstruction to a depth below concrete surface as specified in the plans

and repairing surface at the anchorage in accordance with the plans and

specifications to the satisfaction of the Engineer.

F. Item A-6: Riprap Slope Protection Class II - Complete in place.

4. Payment for installing Rirap Slope Protection Class II shall be made at the

ton (TON) unit price bid to perform the work as shown on the drawings,



agreed by OWNER.


services for installing Riprap Slope Protection Class II, Complete in place

and in accordance with Virginia Department of Transportation

Specifications.

G. Item A-7: Reconstruct Existing Curb, Superstructure - Complete in place.

1. Payment for performing Reconstruct Existing Curb, Superstructure shall

be made at the linear foot (LF) unit price bid to perform the work as

shown on the drawings, specifications and specified herein.






01130 - 7


agreed by OWNER.


services for performing Reconstruct Existing Curb, Complete in place and

in accordance with Virginia Department of Transportation Specifications.

H. Item A-8: Reconstruct Existing Approach Curb - Complete in place.

1. Payment for performing Reconstruct Existing Approach Curb shall be

made at the linear foot (LF) unit price bid to perform the work as shown



agreed by OWNER.


services for performing Reconstruct Existing Approach Curb, Complete in

place and in accordance with Virginia Department of Transportation

Specifications.

I. Item A-9: Expansion Joint Reconstruct and Sealing - Complete in place.

1. Payment for performing Joint Reconstruct and Sealing shall be made at

the linear foot (LF) unit price bid to perform the work as shown on the

drawings, specifications and specified herein.


agreed by OWNER.


services for performing Expansion Joint Reconstruct and Joint Sealing,



J. Item A-10: Deck Drain - Complete in place.

1. Payment for providing and installing Deck Drain shall be made at the each

(EA) unit price bid to perform the work as shown on the drawings,



agreed by OWNER.






01130 - 8


services, including hot-dip galvanizing for installing deck drains,



K. Item A-1l: Fencing/Railing - Complete in place.

1. Payment for providing and installing fencing/railing shall be made at the

linear foot (LF) unit price bid to perform the work as shown on the

drawings, specifications and specified herein.


agreed by OWNER.


services for performing Joint Reconstruct and Sealing, Complete in place

and in accordance with Virginia Department of Transportation

Specifications.

L. Item A-12: Deck Sealing - Complete in place.

1. Payment for sealing deck surface shall be made at the square yard (SY)

unit price bid to perform the work as shown on the drawings,



agreed by OWNER.


services for performing Deck Sealing, Complete in place and in

accordance with Virginia Department of Transportation Specifications.

M. Item A-13: Inspect Structure for Asbestos Containing Materials - Complete.

1. Payment for Inspecting Structure for Asbestos Containing Materials shall

be made at the lump sum (LS) unit price bid to perform the work as shown

on the drawings, specifications, special provisions and specified herein.


agreed by OWNER.

3. The price bid shall include all labor, materials, tools, equipment, access

and services for performing the inspection complete and in accordance

with Virginia Department of Transportation Specifications and Special

Provision.






01130 - 9

N. Item B-1: Additional Structural Work

1. Payment for performing additional work shall be in accordance with base

bid item to perform additional work as authorized by the Owner in all

areas as shown on the drawings and specified herein.


agreed by OWNER.

3. The bid price shall include all labor, materials, tools, equipment and

services for performing Allowance for Additional Structural Work,

including but not limited to additional: structural elements and hardware,

concrete repair and placement, supports, hangers, fittings, seals, finishes,

platforms, crack repair, roadway repair, construction joints, field

modifications, relocation of appurtenances and any incidentals required

for the safe and proper operation of the system.

4. Payment for additional Structural Work must be ordered in writing by the

CITY CONSTRUCTION MANAGER, prior to work being initiated.

O. Item B-2: Removal/Replacement of Asbestos Containing Materials

1. Payment for Removal of Asbestos Containing Materials shall be in

accordance with base bid item to perform additional work as authorized by

the Owner in all areas as shown on the drawings and specified herein as a

result of the Asbestos testing performed by the Contractor.


agreed by OWNER.


services for performing Allowance for Removal/Replacement of Asbestos

Containing Materials, including labor, material, worker protections and

disposal.

4. Payment for additional Removal/Replacement of Asbestos Containing

Materials must be ordered in writing by the CITY CONSTRUCTION

MANAGER, prior to work being initiated.

P. Item B-3: Damming Channel

1. Payment for Damming Channel shall be in accordance with base bid item

to perform additional work as authorized by the Owner in all areas as

shown on the drawings and specified herein. The need for damming the






01130 - 10

channel is contingent on plant operations. Portion of channel may have to

be coffer dammed if channel cannot be sufficiently closed off for the work

and the need for cofferdam is agreed upon.


agreed by OWNER.


services for installation and removal of Damming in the Channel.

4. Payment for additional Damming of Channel must be ordered in writing

by the CITY CONSTRUCTION MANAGER, prior to work being

initiated.

1.07 PAYMENT FOR MATERIALS NOT INCORPORATED INTO THE WORK

A. Storage of Materials

1. Payment for equipment and materials stored on the site, or elsewhere as

specified in the GENERAL CONDITIONS, and not actually incorporated

in the Work will be made on the basis of the amount of paid invoices

submitted to the CM for incorporation in the monthly estimate.

2. Materials not incorporated in the Work shall be any materials or pieces of

equipment that have been delivered to the site, or properly stored in an

approved, secured off-site storage facility to the satisfaction of the CM,

that will be incorporated into and become a part of the Work but that have

not yet been installed.

B. Authorization for Payment

1. Payment will be authorized after the delivery to the construction site or

other approved location and after being certified by the CM as being

stored in conformation with the manufacturer’s recommendations and

satisfactory evidence is provided that the items are as specified.

2. Title to all items of equipment and materials upon which payment has

been made shall rest with the OWNER and documents transferring title

shall be executed by the CONTRACTOR. Transfer of ownership shall not

relieve the CONTRACTOR of continuing insurance coverage and of

protecting stored items against damage, deterioration, theft or loss of any

kind.






01130 - 11

3. Should materials or equipment become damaged or be stored improperly

or contrary to the manufacturer’s recommendations, being therefore

subject to later damage, then the CM will reduce the next following

monthly payment by an amount sufficient to repair or replace such units.

4. To initiate a request for partial payment the CONTRACTOR shall submit

his request in writing to the CM with all necessary evidence.

PART II - PRODUCTS (NOT USED)

PART III - EXECUTION (NOT USED)

END OF SECTION






01130 - 12

PAGE LEFT INTENTIONALLY BLANK

Proposed Bridge Repairs Applications for Payment




N:\46499-014\CADD\Plot\Submissions\Final September 2016\01152.doc September 2015

01152 - 1

SECTION 01152

APPLICATIONS FOR PAYMENT

PART 1 - GENERAL

1.01 REQUIREMENT

A. Submit Applications for Payment in accordance with the requirements established

by the Contract Documents.

1.02 FORMAT and DATA REQUIRED

A. Applications for Payment shall include the following:

1. Application and Certification for Progress Payment form.

2. CPM Schedule Earned Value Report. The CPM schedule submitted in

accordance with Section 01310 shall be the basis for payment.

3. Invoices for stored materials.

4. Contractor's Monthly Status report in accordance with section 01310.

5. A copy of the current “Red Line” record drawing set.

6. Revised Construction Schedule showing the work completed to date, work

to be completed in the next 30 days and current Substantial Completion

date.

1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application form is included in Section 01030 – Forms and Attachments.

B. Application Form

1. Fill in required information on the "Application and Certification for

Progress Payment" form.

2. Execute certification with signature of a responsible officer of

CONTRACTOR. An original signature should appear on each copy

submitted.

3. Attach to the Application the CPM Schedule Updated Earned Value

Report. The agreed upon Earned Value Report will be the basis for all

progress payments.

4. Attach to the Application, for payment of materials stored on or off site,

original paid invoices.

5. Other Withholding from Progress Payment

Proposed Bridge Repairs Applications for Payment





01152 - 2

a. If it is determined that additional monies should be withheld from

the amount otherwise due CONTRACTOR, a "Other Withholding

from Progress Payment" form will be completed with an

explanation of the amount and reasons for such Other Withholding,

and will be attached to each copy of the Application. Some items

which, might be included in the Other Withholding amount are, but

not limited to: engineering fees for review of substitutions;

excessive shop drawing review; overtime required by

CONTRACTOR's work in excess of eight hours per day; costs

incurred due to CONTRACTOR caused damage to private or

public property; etc.

1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. Provide any substantiating data, as requested by the CM.

B. Since the operations and maintenance information to be supplied will be reviewed

initially and then resubmitted, payment for individual items of equipment shall be

based on a cost loaded CPM schedule for the operations and maintenance manuals

and equipment until the preliminary draft operation and maintenance data is

submitted and receives a "Furnish as Corrected" annotation by CM.

C. As a prerequisite for monthly progress payments, submit a copy of redline

drawings for review.

1.05 SUBMITTAL PROCEDURES

A. Submit, to the CONSTRUCTION MANAGER (CM), Applications for Payment

at the times stipulated in the Agreement.

B. Submit three copies of each Application.

C. When Application is determined to be properly completed and correct, one copy

of the certificate for payment will be transmitted to OWNER, one copy will be

retained by the CM, and one copy will be returned to CONTRACTOR.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

Proposed Bridge Repairs Change Order and Field Order Procedures





01153 - 1

SECTION 01153

CHANGE ORDER AND FIELD ORDER PROCEDURES

PART 1 - GENERAL

1.01 REQUIREMENTS

A. Promptly implement change order procedures as follows:

1. Provide full written data required to evaluate changes.

2. Maintain detailed records of Work done on a time-and-material/force account

basis.

3. Provide full documentation on request.

B. Designate in writing the member of CONTRACTOR's organization:

1. Who is authorized to accept changes in the Work.

2. Who is responsible for informing others in the CONTRACTOR's employ of

the authorization of changes in the Work.

C. Final approval of all Change Orders will be by the City of Richmond Procurement

Services.

1.02 RELATED WORK SPECIFIED ELSEWHERE

A. General Conditions of Contract

B. Special Conditions of Contract

C. Forms and Attachments - Contract

D. Section 01152 - Applications for Payment

E. Section 01310 - Progress Schedule

1.03 PRELIMINARY PROCEDURES

A. CONSTRUCTION MANAGER (CM) may initiate changes by submitting a Request

for Proposal (RFP) to the CONTRACTOR in accordance with the General Conditions






01153 - 2

as amended by the Supplementary Conditions. Request will include:

1. A detailed description of the change, products, and location of the change in

the Project;

2. Supplementary or revised Drawings and Specifications;

3. The projected time span for making the change, and a specific statement as to

whether overtime work is, or is not, authorized;

4. Such request is for information only, and is not an instruction to execute the

changes, or to stop work in progress.

B. CONTRACTOR may initiate a request to make a change by submitting a written

notice (in a form acceptable to the CM) containing:

1. Description of the proposed changes;

2. Statement of the reason for making the changes;

3. Statement of the effect on the Contract Price and the Contract Time;

4. Statement of the effect on the work of separate Contractors;

5. Documentation supporting any change in Contract Price or Contract Time.

6. Such request is for information only, and is not an instruction to execute the

changes, or to stop work in progress.

1.04 DOCUMENTATION OF PROPOSALS AND CLAIMS

A. CONTRACTOR shall support each quotation for a lump-sum proposal or time-and-

material work, and for each unit price that has not previously been established, with

sufficient substantiating data to allow evaluation of the quotation, in accordance with

the General Conditions.

B. On request, CONTRACTOR and SUBCONTRACTOR shall provide additional data

to support time and cost computations including, but not limited to, the following:

1. Labor required with certified payroll data to submit for review and approval.

2. Equipment required






01153 - 3

3. Products required

a. Recommended source of purchase and unit cost. CONTRACTOR

shall make every effort to obtain competitive pricing as time allows.

b. Quantities required

4. Taxes, insurance, and bonds

5. Credit for Work deleted from Contract, similarly documented

6. Overhead and profit

7. Justification for any change in Contract Time

C. Support each claim for additional costs, and for Work done on a time-and-

material/force account basis, with documentation in accordance with the General

Conditions, plus additional information as follows:

1. Name of OWNER's authorized agent who ordered the Work, and date of the

order.

2. Name of Procurement Services agent who authorized the Work, and date of

the order.

3. Dates and times Work was performed, and by whom.

4. Time record, summary of hours worked, and hourly rates paid.

5. Receipts and invoices for:

a. Equipment used, listing dates, and times of use

b. Products used, listing of quantities

c. Subcontracts

1.05 PREPARATION OF CHANGE ORDERS AND FIELD ORDERS

A. CM will prepare each Change Order and Field Order with technical requirements.

B. Change Orders will describe changes in the Work, both additions and deletions, with

attachments of revised Contract Documents to define details of the change.

C. Change Order will provide an accounting of the adjustment in the Contract Price

and/or the Contract Time.






01153 - 4

D. Field Orders will describe interpretations or clarifications of Contract Documents

and/or document trade-off agreements.

E. Field Order work will be accomplished without change in the Contract Price, Contract

Time, and/or claims for other costs.

F. If in agreement, the CONTRACTOR shall sign and return Field Orders for execution

by the next working day at which time they will become binding on the

CONTRACTOR.

1.06 CORRELATION WITH CONTRACTOR'S SUBMITTALS

A. Revise Schedule of Values and Application for Payment forms to record each change

as a separate item of Work and to record the adjusted Contract Price.

B. Revise the Construction Schedule monthly to reflect each change in Contract Time.

Revise sub-schedules to show changes for other items of Work affected by the

changes.

C. Upon completion of Work under a Change Order, enter pertinent changes in Record

Documents.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

Proposed Bridge Repairs Project Meetings





01200 - 1

SECTION 01200

PROJECT MEETINGS

PART 1 - GENERAL

1.01 SCOPE OF WORK

A. The CM will schedule and administer a Pre-Construction Meeting, periodic progress meetings,

and specially called meetings throughout the progress of the work.

1. Prepare agenda for meetings

2. Make physical arrangements for meetings

3. Preside at meetings

B. Representatives of the CONTRACTOR, subcontractors and suppliers attending meetings shall be

qualified and authorized to act on behalf of the entity each represents.

C. The CONTRACTOR shall attend meetings to ascertain that work is expedited consistent with

Contract Documents and construction schedules.

1.02 PRECONSTRUCTION MEETING

A. A Pre-Construction Meeting will be scheduled before the CONTRACTOR starts Work at the

site.

B. Location: A site designated by the CM.

C. Attendance:

1. OWNER's representative

2. CM construction Manager

2. ENGINEER and his professional consultants

3. CONTRACTOR's project manager and superintendent

4. Major subcontractors

5. Utilities representative

6. Permit Agencies

7. Others as appropriate

D. Suggested Agenda:

1. Distribution and discussion of:






01200 - 2

a. List of major subcontractors and suppliers

b. Projected construction schedules

2. Critical work sequencing.

3. Major equipment deliveries and priorities.

4. Project coordination:

a. Designation and responsible personnel

5. Procedures and processing of:

a. Field decisions

b. Proposal requests

c. Submittals

d. Change Orders

e. Applications for payment

6. Adequacy of distribution of Contract Documents.

7. Procedures for maintaining Record Documents.

8. Use of premises:

a. Office, work and storage areas.

b. OWNER's requirements.

9. Construction facilities, controls and construction aids.

10. Temporary utilities.

11. Housekeeping procedures.

12. Check of required Bond and Insurance certifications.

13. Liquidated damages.

14. Check of required Permits.

15. Laboratory testing of material requirements.

16. Inventory of material stored on site.

17. Wage determination compliance and records, work hours.

18. MBE/WBE fair share objective, affirmative action, nondiscrimination policies.

19. Communication lines and contact persons, including address and telephone number.

20. Manufacturers' operation and maintenance manuals, and operation and maintenance

training.

21. Regulatory agency inspections.

22. Progress agency inspections.

23. Job site safety.






01200 - 3

1.03 PROGRESS MEETINGS

A. Regular periodic Progress Meetings will be held every other week or less. The first meeting will

be scheduled 30 days after the Pre-Construction Meeting or 30 days or less after the date of

Notice to Proceed.

B. Additional meetings will be scheduled as required by progress of the work.

C. Location of the meetings: CONTRACTOR or CM Field Office.

D. Attendance:

1. ENGINEER and his professional consultants as needed.

2. CM construction Manager

2. CONTRACTOR and his Subcontractors (as appropriate to the agenda).

3. OWNER's representative.

4. Others as appropriate.

E. Suggested Agenda:

1. Review and approval of minutes of previous meeting.

2. Review of work progress since previous meeting.

3. Field observations, problems and conflicts.

4. Problems which impede Construction Schedule.

5. Review of off-site fabrication, delivery schedules.

6. Corrective measures and procedures to regain projected schedule.

7. Revisions to Construction Schedule.

8. Progress schedule during succeeding work period.

9. Coordination of schedules.

10. Review submittal schedules; expedite as required.

11. Maintenance of quality standards.

12. Pending changes and substitutions.

13. Review proposed changes for:

a. Effect on Construction Schedule and on completion date.

b. Effect on other contracts of the Project.

F. The CONTRACTOR is to attend progress meetings and is to study previous meeting minutes

and current agenda items, in order to be prepared to discuss pertinent topics such as deliveries of

materials and equipment, progress of the work, etc.

G. The CONTRACTOR is to provide a current shop drawing submittal log and current progress

schedule at each progress meeting in accordance with Section 01300.






01200 - 4

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

Proposed Bridge Repairs Submittals





01300 - 1

SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.01 GENERAL

A. The CONTRACTOR shall submit to the ENGINEER for review and approval such shop

drawings, test reports and product data on materials and equipment (hereinafter in this section

called data), and material samples (hereinafter in this section called samples) as are required for

the proper control of work, including but not limited to those shop drawings product data and

samples for materials and equipment specified elsewhere in the Specifications and in the

Contract Drawings.

C. The CONTRACTOR is to maintain an accurate updated submittal log and will bring this log to

each scheduled Progress Meeting with the OWNER, CM and the ENGINEER. This log should

include the following items:

1. Submittal-Description and Number assigned.

2. Date to CM.

3. Date returned to CONTRACTOR (from CM).

4. Status of Submittal (Approved, Approved as Noted, Revise and Return, Rejected).

5. Date of Resubmittal and Return (as applicable).

6. Date material release (for fabrication).

7. Projected date of fabrication.

8. Projected date of delivery to site.

9. Status of O&M manuals submittal.

10. Specification Section.

11. Drawings Sheet Number.

1.02 TYPES OF SUBMITTALS

A. Shop drawings for manufactured or fabricated items, schedules, diagrams and like material

prepared specially for this project.

B. Product Data which include pre-printed material, manufacturer's descriptive literature,

illustrations, catalog data, performance charts and the like intended to identify a part of the work

but not necessarily prepared exclusively for this Contract.

C. Samples which include physical examples of products, materials, assemblies or workmanship

which are identical to a portion of the work and which establish standards for materials,

workmanship, or appearance of the finished work.






01300 - 2

D. Administrative data to include information required to support the administrative requirements of

the contract as called for in the specifications.

E. Notice of Impact (N.O.I.). See example in Appendix E.

F. Procedures for working over or adjacent to water to include safety plan, debris management and

Spill Prevention and Response Plan.

1.03 PROCEDURE FOR SUBMITTALS

A. Except where specifically stated otherwise all submittals shall be made to the CM for his

approval. The CONTRACTOR will distribute the submittals to the CM for his approval.

Submittals of all but administrative data shall be made in at least six (6) copies. Distribution will

be as follows: one (1) copy will be provided to the OWNER; One (1) copy of the submittal will

be retained by the ENGINEER and the remaining copies will be returned to the CONTRACTOR.

Submittals shall be complete for each component of work or system and shall include all inter-

related portions of a system. At the completion of the project, the CONTRACTOR shall furnish

the ENGINEER one revised record copy as described in Paragraph 1.06. During the submittal

process the OWNER, CM and ENGINEER may

B. Administrative data shall be submitted in quadruplicate (4 copies).

C. During the submittal process the OWNER, CM and ENGINEER may determine that that

electronic submittal shall be accepted. This determination shall be made after the bid and will

based on the OWNER’S preference.

1.04 CONTRACTOR'S RESPONSIBILITY

A. It is the duty of the CONTRACTOR to check all drawings, data and samples prepared by or for

him before submitting them to the CM for review. Each and every copy of the Shop Drawings

and data shall bear a CONTRACTOR's stamp showing that they have been checked. Shop

drawings submitted to the ENGINEER without the CONTRACTOR's stamp will be returned to

the CONTRACTOR for conformance with this requirement. Shop drawings shall indicate any

deviations in the submittal from requirements of the Contract Documents.

B. ENGINEER's Contract Drawings shall not be reproduced for the purpose of making shop

drawings.

C. Determine and verify:

1. Field measurements.

2. Field construction criteria.






01300 - 3

3. Catalog numbers and similar data.

4. Conformance with Specifications.

D. The CONTRACTOR shall furnish the ENGINEER a schedule of Shop Drawings submittals

fixing the respective dates for the submission of shop drawings, the beginning of manufacture,

testing and installation of materials, supplies and equipment. This schedule shall indicate those

submittals that are critical to the progress schedule.

E. The CONTRACTOR shall ensure that no work is begun on any item of work requiring an

approved submittal until such approval is obtained.

F. The CONTRACTOR shall not begin any work covered by a drawing, data, or a sample returned

marked "REVISE AND RETURN” OR “REJECTED" until a revision or correction thereof has

been reviewed and returned to him, by the ENGINEER, with approval.

G. One approved copy of all submittals shall be held by the CONTRACTOR at the construction

site.

H. Each submittal shall be assigned a sequential number by the CONTRACTOR, for purposes of

easy identification, and shall retain its assigned number with appropriate subscript, on required

resubmissions. The assigned number shall consist of the Contract Number, followed by the

specification section number where the item is specified, followed by a sequential number

indicating the number of submittals in that Section (e.g., 03300-11 is the 11th separate submittal

for items specified in Section 03300). Resubmittals shall be identified with the same number as

the original submittal, followed by the subscript R1, R2, etc. All products and materials

submitted shall be clearly identified with the appropriate equipment name and number as it

appears in the Contract Document.

I. The CONTRACTOR shall submit to the ENGINEER all shop drawings, submittals and

schedules within 30 days following the Notice to Proceed and allow no less than 15 calendar

days for reviewing and appropriate action from the time the ENGINEER receives them.

J. All submittals shall be accompanied with a transmittal letter prepared in duplicate containing the

following information:

1. Date.

2. Project Title and Number.

3. CONTRACTOR's name and address.

4. The Number of each Shop Drawing, Project Data, and Sample submitted.

5. Notification of Deviations from Contract Documents.

6. Submittal Log Number conforming to Specification Section Numbers.






01300 - 4

K. The CONTRACTOR shall submit six (6) copies of shop drawing submittals to the ENGINEER.

Reviewed shop drawings will be distributed per paragraph 1.03.A.

L. The CONTRACTOR shall be responsible for and bear all costs of damages which may result

from the ordering of any material or from proceeding with any part of work prior to the

completion of the review by ENGINEER of the necessary Shop Drawings.

M. The CONTRACTOR shall be fully responsible for observing the need for and making any

changes which may be required by the materials/equipment he proposed to supply both as

pertains to his work and any work affected under other parts, heading, or divisions of drawings

and specifications at no cost to the OWNER.

1.05 ENGINEER'S REVIEW OF SHOP DRAWINGS

A. The ENGINEER's review of drawings, data and samples submitted by the CONTRACTOR will

be only for conformance with the design concept of the Project and for general compliance with

the information given in the Contract Documents. The ENGINEER's review and approval will

not constitute an approval of dimensions, quantities, and details of the material, equipment,

device, or item shown.

B. The review of drawings and schedules will be general, and shall not be construed:

1. as permitting any departure from the Contract requirements;

2. as relieving the CONTRACTOR of responsibility for any errors, including details,

dimensions, and materials;

3. as approving departures from details furnished by the ENGINEER, except as otherwise

provided herein.

4. as approving CONTRACTOR's means, methods, techniques, sequences or procedures of

construction or to safety precautions or programs incident thereto.

C. If the drawings or schedules as submitted describe variations and show departure from the

Contract requirements which the ENGINEER finds to be in the interest of the OWNER and to be

so minor as not to involve a change in Contract Price or time for performance, the ENGINEER

may return the reviewed drawings without noting and exception.

D. When reviewed by the ENGINEER, each of the Shop Drawings will be identified as having

received such review being so stamped and dated. Shop Drawings stamped "REVISE AND

RESUBMIT" and with required corrections shown will be returned to the CONTRACTOR for

correction and resubmittal.

E. Resubmittals by CONTRACTOR shall be submitted within 15 calendar days from the time they

are received and handled in the same manner as first submittals. On resubmittals the

CONTRACTOR shall direct specific attention, in writing or on resubmitted Shop Drawings, to






01300 - 5

revisions other than the corrections requested by the ENGINEER on previous submissions. The

CONTRACTOR shall make any corrections required by the ENGINEER.

F. If the CONTRACTOR considers any correction indicated on the drawings to constitute a change

to the Contract Drawings or Specifications, the CONTRACTOR shall give written notice thereof

to the ENGINEER.

G. Shop drawings and submittal data shall be reviewed by the ENGINEER for each original

submittal and first resubmittal; thereafter review time for subsequent resubmittals will be

charged to the CONTRACTOR at the rate of $75 per hour.

H. When the Shop Drawings have been completed to the satisfaction of the ENGINEER, the

CONTRACTOR shall carry out the construction in accordance therewith and shall make no

further changes therein except upon written instructions from the ENGINEER.

I. No partial submittals will be reviewed. Incomplete submittals will be returned to the

CONTRACTOR for resubmittal.

1.06 SHOP DRAWINGS

A. When used in the Contract Documents, the term "Shop Drawings" shall be all drawings,

diagrams, illustrations, schedules and other data which are specifically prepared by or for

CONTRACTOR to illustrate some portion of the Work and all illustrations, brochures, standard

schedules, performance charts, instructions, diagrams, and other information prepared by a

Supplier and submitted by CONTRACTOR to illustrate material or equipment for some portion

of the Work.

B. Manufacturer's catalog sheets, brochures, diagrams, illustrations and other standard descriptive

data shall be CLEARLY MARKED TO IDENTIFY THOSE MATERIALS, PRODUCTS

OR MODELS THAT ARE PERTINENT TO THE WORK. Delete information which is not

applicable to the Work by striking through or cross-hatching.

C. Drawings and schedules shall be checked and coordinated with the work of all trades involved,

before they are submitted for review by the ENGINEER and shall bear the CONTRACTOR's

stamp of approval as evidence of such checking and coordination. Drawings or schedules

submitted without this stamp of approval shall be returned to the CONTRACTOR for

resubmission.

D. Each Shop Drawing shall have a blank area 3-1/2 inches by 3-1/2 inches, located adjacent to the

title block. The title block shall display the following:

1. Project Title and Number

2. Name of project building or structure






01300 - 6

3. Number and title of the shop drawing

4. Date of shop drawing or revision

5. Name of contractor and subcontractor submitting drawing

6. Supplier/manufacturer.

7. Separate detailer when pertinent

8. Specification title and number

9. Specification section

10. Application Contract Drawing Number

E. If drawings show variations from Contract requirements because of standard shop practice or for

other reasons, the CONTRACTOR SHALL DESCRIBE SUCH VARIATIONS IN HIS

LETTER OF TRANSMITTAL. The transmittal letter shall delineate compliance and

exceptions taken to Specifications and Contract Drawings. If acceptable, proper adjustment in

the Contract shall be implemented where appropriate. If the CONTRACTOR fails to describe

such variations, he shall not be relieved of the responsibility for executing the work in

accordance with the Contract, even though such drawings have been reviewed.

F. Data on materials and equipment include, without limitation, materials and equipment lists,

catalog data sheets, cuts, performance curves, diagrams, materials of construction and similar

descriptive material. Materials and equipment lists shall give, for each item thereon, the name

and location of the supplier or manufacturer, trade name, catalog reference, size, finish and all

other pertinent data.

G. For all mechanical and electrical equipment furnished, the CONTRACTOR shall provide a list

including the equipment name, and address and telephone number of the manufacturer's

representative and service company so that service and/or spare parts can be readily obtained.

H. All manufacturers or equipment suppliers who propose to furnish equipment or products shall

submit an installation list to the ENGINEER along with the required shop drawings. The

installation list shall include at least five installations where identical equipment has been

installed and has been in operation for a period of at least one (1) year.

I. Only the ENGINEER will utilize the color "red" in marking Shop Drawing submittals.

J. Before the final payment is made, the CONTRACTOR shall furnish to ENGINEER one (1) set

of record shop drawings all clearly revised, complete and up to date showing the permanent

construction as actually made for all reinforcing and structural steel, miscellaneous metals,

process and mechanical equipment, yard piping, electrical system and instrumentation system.

Record drawings shall be in accordance with Section 01720 – Project Record Drawings.

1.07 SAMPLES






01300 - 7

A. The CONTRACTOR shall furnish, for the approval of the ENGINEER, samples required by the

Contract Documents or requested by the ENGINEER. Samples shall be delivered to the CM as

specified or directed. The CONTRACTOR shall prepay all shipping charges on samples.

Materials or equipment for which samples are required shall not be used in work until approved

by the ENGINEER.

B. Samples shall be sufficient size and quantity to clearly illustrate:

1. Functional characteristics of the product, with integrally related parts and attachment

devices.

2. Full range of color, texture and pattern.

3. A minimum of three samples of each item shall be submitted.

C. Each sample shall have a label indicating:

1. Name of project

2. Name of CONTRACTOR and Subcontractor

3. Material or Equipment Represented

4. Place of Origin

5. Name of Producer and Brand (if any)

6. Location of Project

(Samples of finished materials shall have additional marking that will identify them under the

finished schedules).

D. The CONTRACTOR shall prepare a transmittal letter in triplicate for each shipment of samples

containing the information required in subparagraph 1.04J above. He shall enclose a copy of this

letter with the shipment and send a copy of this letter to the ENGINEER. Approval of a sample

shall be only for the characteristics or use named in such approval and shall not be constructed to

change or modify any Contract requirements.

1.08 NOT USED

1.09 NOT USED

1.10 NOT USED

1.11 MANUFACTURER’S REPRESENTATIVE






01300 - 8

A. The definition of "manufacturer's representative" shall be as follows: a representative from the

manufacturer's plant, familiar with the actual problems of manufacturing, installing and operating

the particular equipment or product and with enough years of experience in this field to

determine the successful operation of the equipment or product. Sales representatives or agents

of the manufacturers will not be acceptable.

B. As related to his obtaining the manufacturer's certificates, the CONTRACTOR shall include in

this contract price the cost of furnishing competent and experienced manufacturer's

representatives who shall represent the manufacturer on equipment and products furnished and

installed under this Contract, to assist the CONTRACTOR to install, adjust, start up, and test the

equipment and products in conformity with the Contract Documents. After the equipment and

products have been operated through the trial period for each phase of construction and before

being put into permanent service the ENGINEER, such manufacturer's representatives shall

make all adjustments and tests required to provide that such equipment and products are in

proper and satisfactory.

1.12 ENGINEER’S RESPONSIBILITY

A. The ENGINEER will review, with reasonable promptness, all submittals with respect to the

Contract Documents and will indicate a qualified “Approval”, an “Approval As Noted”, a

“Revise and Return” or “Rejected” notation. The ENGINEER will return all submittals found

incomplete without a review.

1.13 MIX DESIGNS

A. Mix designs shall be submitted for concrete, grout, and bituminous paving. Mix design shall

indicate all materials used in the product and their respective relative quantities. In any one mix

design all quantities shall be expressed either by weight or volume insofar as it is practical to do

so.

1.14 DESIGN CALCULATIONS

A. Design calculations shall be presented in a neat, legible manner and shall bear the stamp and

signature of a Registered Professional ENGINEER, registered in the State of Virginia.

1.15 DAILY REPORTS

A. The Inspector shall prepare a Daily Inspection Report (DIR) on the approved form. The DIR

shall be placed daily in a folder maintained at the Engineer’s Construction Office. These reports

shall always be available for review by the City Code Official.






01300 - 9

B. The Special Inspector shall leave a copy of each inspection on an Inspection Report form. The

Inspection Report form shall be placed in a folder maintained at the Engineer’s Construction

Office. These reports shall always be available for review by the City Code Official.

1.16 RECORD DRAWINGS

A. The CONTRACTOR will keep Record Drawings in accordance with Section 01720 – Project

Record Documents.

PART 2 - PRODUCTS - (Not Used)

PART 3 - EXECUTION – (Not Used)

END OF SECTION






01300 - 10

PAGE INTENTIONALLY LEFT BLANK

Proposed Bridge Repairs Progress Schedule





01310-1

SECTION 01310

PROGRESS SCHEDULE

1 PART 1 - GENERAL

1.01 FORM OF SCHEDULES

A. Prepare schedules in the form of critical path method (CPM) as described herein:

1. Provide separate CPM networks (subnetworks) of activities for each process or

facility, including all elements.

2. Each subnetwork shall be assigned a code and separate activity numbering series.

3. Interrelationships between subnetworks and any individual activities shall be

identified.

1.02 SCHEDULING RESPONSIBILITIES

A. The Critical Path Method type construction schedule will be used to monitor job progress and

as a means to make monthly payments to the CONTRACTOR except for Stored Materials

which will be made in accordance with Section 6.11 of the General Conditions of the

Contract. The CONTRACTOR will be responsible for providing all information concerning

the sequencing, logic, and durations of all activities as well as providing the initial CPM logic

network diagram and tabular report data. Once the initial logic network diagram is accepted,

the CONTRACTOR will be responsible for providing monthly update information on logic

changes, percent complete, actual start and finish dates, and duration changes. The

CONTRACTOR will not be required to produce the monthly computerized printout of the

schedule updates. The monthly updating and report and plot generation will be performed by

the CM using information provided by the CONTRACTOR.

B. From the CONTRACTOR’s initial schedule submittal and from information received at the

monthly schedule update meetings, computerized and dated tabular schedule reports, updated

network diagrams, and bar charts will be produced which will be reviewed by the

CONTRACTOR for accuracy and integrity. It shall at all times remain the CONTRACTOR’s

responsibility to schedule and direct his forces in a manner that will allow for the completion

of the Work within the Contract Times.

C. It should be clearly understood that the initial schedule and all update information must be

provided by the CONTRACTOR, and that this information is a representation of the best

efforts of the CONTRACTOR and his Subcontractors as to how they envision the Work to be

accomplished. Similarly, all progress information to be provided by and through the

CONTRACTOR must be an accurate representation of his, or his Subcontractor’s, or

Supplier’s actual performance. The schedule shall at all times remain an accurate reflection

of the CONTRACTOR’s actual or projected sequencing of work. Once accepted, adherence






01310-2

to the established CPM Schedule shall be obligatory upon the CONTRACTOR, and his

Subcontractors for the Work under this Contract. The CM may require the CONTRACTOR

to revise the schedule if, in his judgment, the schedule does not accurately reflect the actual

execution of the Work, or is in violation of any provision of the CPM scheduling

requirements; and the CONTRACTOR shall revise the schedule as often as is necessary to

bring the course of performance of the Work without additional cost to the OWNER.

1.03 SUBMITTALS

A. General: Provide all submittals, including the following, as specified in Division 1.

B. CPM Schedule:

1. Within 30 calendar days after Notice to Proceed, submit 6 prints of the proposed

CPM network diagrams, tabular reports for the entire Contract duration and include

both procurement and construction activities. Sort the tabular reports by total float

and activity number. They shall also contain a predecessor/successor resource loading

report, and project calendar. This logic diagram shall be drawn as described herein

and will be the subject of a schedule review meeting with the CONTRACTOR, the

OWNER, and OWNER’s representatives within 2 weeks of its submission. No

payment will be made until an approved CPM Schedule is received from the

CONTRACTOR.

2. If a review of the submitted CPM Schedule indicates a work plan which will not

complete the Work within the Contract Time stated in the Contract, revise the CPM

Schedule as required and resubmit it until it is acceptable. Failure to submit an

acceptable schedule may, at the OWNER’s sole discretion, be cause for the

withholding of any partial payment(s) otherwise due under the Contract.

3. Acceptance of the schedule shall not constitute a representation by the OWNER or

CM that the Work can be completed as shown on the schedule.

C. Submittals Schedule:

1. In addition to the above scheduling requirements, submit a complete and detailed

listing of anticipated submittals during the course of the Contract. Coordinate

submittals with those of Subcontractors and Suppliers, and identify each submittal as

specified. Indicate the anticipated submission date for each submittal along with the

date on which its return is anticipated. Review time for submittal shall be as provided

for in Section 01300, SUBMITTALS. Durations shown for review shall be to share

available float for that path. Submittals and the review time, of which are on the

critical path, shall be clearly marked in red with the words “Critical Path” by the

CONTRACTOR at the time of submission.






01310-3

2. Submit the Submittal Schedule within 30 calendar days from the Notice to Proceed.

The Submittal Schedule will then be accepted or revised as required, and the

CONTRACTOR will incorporate the dates and review durations into his CPM

Schedule.

1.04 NETWORK REQUIREMENTS

A. The network diagram shall show the interdependence of activities, and the sequence in which

the Work is to be accomplished as planned by the CONTRACTOR. The basic concept of the

network analysis diagram is to show how the start of a given activity is dependent on the

completion of preceding activities, and its completion restricts the start of succeeding

activities. A time scaled precedence format will be followed. The detailed network diagram

will be time scaled showing a continuous flow from left to right.

B. The Schedule Activities shall be developed into three major groups:

1. Procurement Activities: Procurement Activities shall include at a minimum:

a. Permits.

b. Easements.

c. Submittal Items.

d. Approval of Submittal Items.

e. Fabrication and Delivery of Submittal Items.

Permits, easements, and fabrication and delivery items shall be tied logically to the

correct construction activity in the overall CPM construction schedule.

2. Construction Activities: Construction activities will be physical work activities that

describe how the job will be constructed.

3. Testing, Startup, Training, and Closeout: CPM activities for this group shall include

all Work to meet the requirements of individual Specification sections and meet the

requirements of Substantial and Final Completion.

C. Break the Work into activities, with durations of 1 to 20 working days each, except for non-

construction activities (such as procurement of materials and delivery of equipment), and

other activities which may require longer durations. To the extent feasible, activities related

to a specific physical area of the project shall be grouped on the network for ease of

understanding and simplification. The selection and number of activities shall be subject to

the review of the CM.

D. Each activity on the network shall have indicated for it the following:

1. A single duration, no longer than 20 days (i.e., the single best estimate of the expected

elapsed time considering the scope of work involved in the activity) expressed in

working days. City holidays and weather delays shall be included. One critical path

shall be shown for the schedule.






01310-4

2. An activity I.D. number will be assigned to each activity. The I.D. number will be

numeric with a maximum of 10 digits.

3. A brief description of the activity will be included. If this description is not definitive,

a separate listing of each activity and a descriptive narrative may be required.

4. Each activity (except for procurement activities) shall be cost loaded to indicate the

total estimated costs of the activity. No activity shall exceed $60,000 except if an

equipment item.

5. Each construction activity shall be man-hour loaded with the estimated man-hours to

be expended on each activity.

E. When preparing the CPM construction schedule, consider all construction sequence and

critical construction activities requirements.

F. Failure to include on a network any element of Work required for the performance of this

Contract shall not excuse the CONTRACTOR from completing all Work required within the

applicable Contract Time, notwithstanding CM’s network review.

G. A CPM Schedule which shows a completion of any portion of the construction work (not

including testing and start-up) prior to the Contract Time dates may be accepted but in no

event shall be acceptable as a basis for a claim for delay against the OWNER by the

CONTRACTOR

H. The schedule calendar shall be a 5-day work week with holidays corresponding to those

observed by the City of Richmond’s Department of Public Utilities.

1.05 COST LOADING

A. Schedule of Values:

1. Each activity for Work-in-Place on the construction schedule shall be allocated a

dollar value in accordance with Article NETWORK REQUIREMENTS,

Subparagraph D.4 above. Each activity’s assigned cost shall consist of labor,

equipment, and materials costs, and a prorated contribution to overhead and profit.

The sum of the activities costs shall be equal to the total contract price. Activities not

directly related to Work-in-Place including Stored Materials, preparation and

submittal of Shop or Working Drawings, or other required submittal or equipment

and material procurement shall not be cost loaded. In submitting cost data the

CONTRACTOR certifies that they are not unbalanced, and that the value assigned to

each activity represents the CONTRACTOR’s estimate of the actual costs of

performing that activity. The listing of cost loaded CPM activities will become the

Schedule of Values, and will serve as the basis for payments to the CONTRACTOR.






01310-5

2. The accepted Schedule of Values shall represent a fair, reasonable, and equitable

dollar cost allocation for each activity on the CONTRACTOR’s construction

schedule.

B. Documentation: If it is determined that the cost data do not meet the requirements for a

balanced bid breakdown, provide documentation substantiating any cost allocation on the

cost data. Cost allocations shall be considered unbalanced if an activity on the construction

schedule has been assigned a disproportionate allocation of direct costs, overhead, and profit.

1.06 PROGRESS OF THE WORK

A. The Work shall be started on the date indicated in the Notice to Proceed, and shall be

executed with such progress as may be required to prevent delay to other contractors or to the

general completion of the project. The Work shall be executed at such times and in or on

such parts of the project, with such forces, material, and equipment, as to assure completion

of the Work in the time established by the Contract. Additionally, schedule and direct the

Work so that it provides an orderly progression of the Work to completion within the

specified Contract Time.

B. Whenever it becomes apparent from the current monthly CPM Schedule update that delays to

the critical path have resulted; and these delays are through no fault of the OWNER, or

OWNER’s representatives, and hence, that the Contract completion date will not be met, or

when so directed by the CM, take some or all of the following actions at no additional cost to

the OWNER.

1. Increase construction manpower in such quantities and crafts as will substantially

eliminate the backlog of Work.

2. Increase the number of working hours per shift; shifts per working day, or days, per

week; the amount of construction equipment; the forms for concrete work; etc., or any

combination of the foregoing to substantially eliminate the backlog of Work.

3. Schedule activities to achieve maximum practical concurrence of accomplishment of

activities, and comply with the revised schedule.

C. Submit for review a written statement of the steps to be taken to remove, or arrest the delay to

the schedule. If the CONTRACTOR fails to submit a written statement of the steps he

intends to take or fails to take such steps as required by the Contract; the OWNER may direct

the level of effort in manpower and trades, equipment, work schedule, and overtime to

remove or arrest the delay to the critical path in the accepted schedule, and the

CONTRACTOR shall promptly provide such level of effort at no additional cost to the

OWNER. In addition, should schedule delays persist, the CONTRACTOR’s bond agent will

be asked to attend meetings to update the schedule.






01310-6

D. Failure of the CONTRACTOR to comply with the requirements of this provision shall

subject him to, at the OWNER’s sole discretion, withholding, in partial or in total, payments

otherwise due the CONTRACTOR for Work performed under this Contract. The

CONTRACTOR agrees that any withholding of moneys is not a penalty for noncompliance,

but is an assurance for the OWNER that funds will be available to implement these

requirements should the CONTRACTOR fail to do so, since failure of the CONTRACTOR

to comply with these requirements shall mean that the CONTRACTOR failed to execute the

Work with such diligence as to ensure its completion within the time for completion.

1.07 SCHEDULE UPDATES

A. Meetings: The CPM Schedule shall be updated twice each month: as of the Friday nearest to

the 10th and 25th day of the month. CONTRACTOR will provide update information (as

defined below) to the CM 3 days before the appropriate data date. The CM will update the

CPM Schedule and distribute copies for review at the next Progress Meeting or will convene

a special Schedule Update Meeting, as required. Actual progress of the previous period and

future activities will be reviewed. The duration of activities and their logical connections may

be revised as needed. The update nearest the 25th of the month will be used as the basis for

that month’s Partial Payment Request. Decisions made at these meetings and agreed to by all

parties are binding with the exception that no contract completion dates will be modified

without formal written request and acceptance as specified herein. In either case, provide the

following minimum information for each Update:

1. Actual start and finish dates for all completed activities.

2. Actual dates for all started but incomplete activities including remaining durations

and/or percent completes.

B. Withholding of Payments: Failure to provide specified updated information or failure to

attend progress meetings may result in the withholding of progress payments.

1.08 CAUSES FOR EXTENSIONS OF TIME

A. The Contract completion time will be adjusted only for causes specified in this Contract. In

the event the CONTRACTOR requests an extension of any contract completion date, he shall

furnish justification and supporting evidence per the General Conditions, and provide a

detailed CPM Schedule delay analysis based on the most current updated CPM Schedule.

The CM will, after receipt of such justification and supporting evidence, make findings of

fact and will advise the CONTRACTOR in writing thereof. If the CM finds that the

CONTRACTOR is entitled to an extension of the Contract completion date under the

provisions of the Contract, the CM’s determination as to the total number of days extensions

shall be based upon the current accepted and updated CPM Schedule and on all data relevant

to the extension. Such data shall be included in the next monthly updating of the schedule.

The CONTRACTOR acknowledges and agrees that actual delays in activities which,

according to the CPM schedule, do not affect any Contract completion date shown by the






01310-7

critical path in the network, do not have any effect on the Contract completion date or dates,

and therefore will not be the basis for a change in Contract completion time.

1.09 ABNORMAL WEATHER

A. The Contract Period will be adjusted to account for unusually severe weather conditions which

prevent or inhibit the CONTRACTOR's performance of the Work and lengthen the critical path

indicated on the Schedule (such unusually severe weather conditions referred to herein as

"Inclement Weather"). It is the intent of this provision to offset the impact of Inclement Weather

with unusually favorable weather conditions which immediately precede and/or follow the

occurrence of Inclement Weather.

B. The CONTRACTOR shall notify the CM in writing of the occurrence of Inclement Weather

within two days after the onset of such Inclement Weather and shall describe in reasonable detail

the type of Inclement Weather encountered by the CONTRACTOR and the Work thereby

interfered with or interrupted.

C. This provision specifies the procedure for the determination of time extensions for unusually

severe weather. In order for the CM to award a time extension under this clause, the following

conditions must be satisfied:

1. The weather experienced at the project site during the contract period must be found to

be unusually severe, that is, more severe than the adverse weather anticipated for the

project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the

project. The delay must be beyond the control and without the fault or negligence of the

CONTRACTOR.

D. Schedule: The following Schedule of Monthly Anticipated Adverse Weather Delays is based on

National Oceanic and Atmospheric Administration (NOAA) or similar data for the project

location and will constitute the base line for monthly weather time evaluations. The

CONTRACTOR's progress schedule must reflect these anticipated adverse weather delays in all

weather dependent activities.

SCHEDULE OF MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS WORK DAYS

BASED ON (5) DAY WORK WEEK






01310-8

City of

Richmond

JAN

10

FEB

9

MAR

9

APR

6

MAY

8

JUN

7

JUL

8

AUG

7

SEP

6

OCT

5

NOV

7

DEC

9

E. Records: Upon acknowledgement of the Notice to Proceed and continuing throughout the

contract, the CONTRACTOR will record daily, and submit to the CM, the occurrence of adverse

weather and resultant impact to normally scheduled work. Actual adverse weather delay days

must prevent work on critical activities for 50 percent or more of the CONTRACTOR's

scheduled work day.

F. Impacted Days: The number of actual adverse weather days shall include days impacted by

actual adverse weather (even if adverse weather occurred in previous month), be calculated

chronologically from the first to the last day in each month, and be recorded as full days. If the

number of actual adverse weather delay days exceeds the number of days anticipated in the

Schedule of Monthly Anticipated Adverse Weather Delays, above, the CM will convert any

qualifying delays to calendar days, giving full consideration for equivalent fair weather

workdays, and issue a modification in accordance with Section 01035 – CHANGE ORDER

PROCEDURE.

1.10 APPROVAL REQUESTS

A. From time to time, as the Work progresses and in the sequence indicated by the accepted

progress schedule, the CONTRACTOR must submit to the CM a specific request, in writing,

for each item of information or approval required of him by the Contract. These requests

must be submitted sufficiently in advance of the date upon which the information or approval

is actually required by the CONTRACTOR to allow for the time the CM may take to act

upon such submissions or resubmissions.

B. The CONTRACTOR shall not have any right to an extension of time on account of delays

due to his failure to submit his requests for the required information or the required approval

in accordance with these requirements.

1.11 ADJUSTMENT BY OWNER

A. From time to time it may be necessary for the Contract schedule and/or Contract Times to be

adjusted by the OWNER due to the effects of job conditions, acts or omissions of other

contractors not directly associated with this Contract, weather, technical difficulties, strikes,

unavoidable delays on the part of the OWNER or his representatives, and other enforceable

conditions which may indicate schedule adjustments and/or completion time extension.

Under such conditions, the CM shall direct the CONTRACTOR to reschedule the Work to

reflect the changed conditions, and the CONTRACTOR shall revise his schedule

accordingly. Schedule extensions affecting the Contract Times shall be granted only by the

OWNER in writing. It is specifically pointed out that the use of available total float in the

CPM Schedule may be used by the OWNER and his representatives, as well as, by the

CONTRACTOR.






01310-9

B. Without obligation to extend the Contract Times or any intermediate completion dates set out

in the CPM network, the OWNER may initiate changes to the Contract Work that absorb

float time only. OWNER-initiated changes that affect the critical path on the CPM network

shall be the sole grounds for extending or shortening the Contract Times. CONTRACTOR -

initiated changes that encroach on the float time, identified in the CPM network, may be

accomplished with the OWNER’s concurrence. Such changes, however, shall give way to

OWNER-initiated changes competing for the same float time.

2 PART 2 PRODUCTS (NOT USED)

3

4 PART 3 EXECUTION (NOT USED)

END OF SECTION






01310-10


Proposed Bridge Repairs Construction Photographs





01380 - 1

SECTION 01380

CONSTRUCTION PHOTOGRAPHS

PART 1 - GENERAL

1.01 DESCRIPTION

A. The Contractor shall have construction record photographs taken prior to start of the Work and

periodically during the course of the Work.

1.02 DIGITAL PHOTOGRAPHY

A. All photographs shall be taken digitally. The minimum digital resolution shall be 8 mega-pixels.

In addition to the required prints, the CONTRACTOR shall provide to the OWNER a labeled

CD or DVD on which the photographs are stored.

1.03 PHOTOGRAPHY REQUIRED

A. Photographs taken in conformance with this Section shall be furnished to the Engineer with each

Application for Payment.

B. Photographs shall be taken at each of the major stages of construction.

C. Views and Quantities Required:

1. Two (2) views of each item listed in Article 1.02(B) above.

2. Five (5) views of overall project site monthly, as directed by the Engineer.

3. Provide four (4) prints of each view and one (1) digital copy.

1.04 COSTS OF PHOTOGRAPHY

A. The Contractor shall pay costs for specified photography and prints.

1. Parties requiring additional photography or prints will pay photographer directly.

PART 2 - PRODUCTS

2.01 PRINTS

A. Color:

1. Paper: Single weight, color print paper.






01380 - 2

2. Finish: Smooth surface, glossy.

3. Size: 4-inch x 6-inch.

B. Identify each print on back, listing:

1. Name of project

2. Orientation of view

3. Date and time of exposure

4. Name and address of photographer

5. Photographer's numbered identification of exposure

C. Aerial photographs to be color, but are only required if specifically mentioned in the Bid

Documents or Plans.

PART 3 - EXECUTION

3.01 TECHNIQUE

A. Factual Presentation.

B. Correct exposure and focus.

1. High resolution and sharpness

2. Maximum depth-of-field

3. Minimum distortion

3.02 VIEWS REQUIRED

A. Photograph from locations to adequately illustrate condition of construction and state of

progress.

1. At successive periods of photography, take at least one photograph from the same overall

view as previously.

2. Consult with the Engineer at each period of photography for instructions concerning






01380 - 3

views required.

3.03 DELIVERY OF PHOTOS, DATA

A. Deliver CDs to the Engineer to accompany each Application for Payment.

B. Distribution of CDs as soon as processed is anticipated to be as follows:

1. Owner (two sets)

2. Engineer (one set)

3. CM (one set)

4. Contractor (one set).

END OF SECTION






01380 - 4


Proposed Bridge Repairs Quality Control





01400 - 1

SECTION 01400

QUALITY CONTROL

PART 1 - GENERAL

1.01 CODES, RULES, PERMITS AND FEES

A. General:

1. The CONTRACTOR shall comply with the City of Richmond Building Codes as well as

the requirements of all permits obtained by the OWNER or the CONTRACTOR.

2. The CONTRACTOR shall give all necessary notices, obtain all permits (except as

otherwise noted herein) and pay all governmental taxes, fees, and other costs in

connection with the work, file all necessary plans, prepare all documents and obtain all

necessary approvals of all government departments having jurisdiction, obtain all required

Certificates of Inspection and Approval for the work and deliver same to the ENGINEER,

except as otherwise noted herein.

B. Included Items:

1. The CONTRACTOR shall include in his work, all labor, materials, services, apparatus,

and drawings required to comply with all applicable laws, ordinances, rules and

regulations, whether or not shown on the Drawings or specified.

C. Compliance:

1. All materials furnished and all work installed shall comply with the rules and regulations

of the National Fire Protection Association, with all requirements of local utility

companies, with the recommendations of the fire insurance rating organization having

jurisdiction, and with the requirements of all governmental departments having

jurisdiction.

2. The CONTRACTOR shall arrange for inspection and approval by the appropriate City

Inspectors and shall pay all costs of these services.

D. CONTRACTOR Obtained Permits:

1. None.

E. OWNER Obtained Permits:

Proposed Bridge Repairs Quality Control





01400 - 2

1. None

1.02 MATERIALS and WORKMANSHIP

A. All materials and equipment required for the work shall be new, unless otherwise specified, and of

the best quality and especially adapted to the services required.

B. The CONTRACTOR shall furnish a Superintendent who shall be constantly in charge of the

installation of the work, together with all skilled workmen and labor required to unload, transfer,

erect, connect up, adjust, start, operate, and test each system.

C. The CONTRACTOR shall locate and install all equipment which must be serviced, operated, or

maintained in fully accessible positions. Such equipment shall include, but not be limited to,

valves, unions, cleanouts, drain points, pressure gages, and controls. Minor deviations from the

Drawings may be made to allow for better accessibility, but changes of significant magnitude or

changes involving extra cost shall not be made without approval of the ENGINEER.

1.03 STANDARDS

A. Any reference to standards in the Contract Documents shall always imply the latest issue in effect

including all amendments and errata at the time bids are taken, of said standards unless otherwise

stated.

B. Abbreviations for various organizations which may be used in these Specifications are listed

in SECTION 01092 – ABBREVIATIONS.

1.04 VERIFICATION OF DIMENSIONS

A. The CONTRACTOR shall be responsible for field verification of all dimensions of existing

facilities and other items which are shown on the Contract Drawings.

1.05 TESTS OF MATERIALS and EQUIPMENT

A. All material shall be subject to inspection, testing and approval of the ENGINEER before being

incorporated in the work. Any work in which such materials are used without prior testing and

approval shall be considered defective and unauthorized and will not be paid for. The

CONTRACTOR shall perform such tests as required by the specifications in a timely fashion

taking into account when the items will be incorporated in the work.



END OF SECTION

Proposed Bridge Repairs Testing and Laboratory Testing Services





01410 - 1

SECTION 01410

TESTING AND LABORATORY TESTING SERVICES

PART 1 - GENERAL

1.01 PEFORMANCE REQUIREMENTS

A. CONTRACTOR shall provide testing and laboratory testing services to facilitate

execution of required services specified in the Work.

1. Professional testing and laboratory testing services will be for inspections,

concrete testing and laboratory services as described in Specification Section

01410 and as authorized and directed by the ENGINEER.

2. The CONTRACTOR shall pay for the services on a bi-weekly or monthly

basis as required and shall submit documentation or payment with each

monthly application for payment along with reports and documentation

required by Sections 01410.

3. Payment for all testing and laboratory services required in the Work shall

have been included under those items requiring testing, professional

engineering, technicians or laboratory services as identified in the

Specifications.

B. Employment of laboratory shall, in no way, relieve CONTRACTOR of obligations to

perform work.

C. Concrete testing services will be performed by an independent laboratory furnished

by the Owner. Costs for retests performed as the result of defective work shall be

borne and paid by the CONTRACTOR.

D. Related Requirements in Other Parts of Contract Documents:

1. Inspections and testing required by laws, ordinances, rules, regulations,

orders or approvals of public authorities, Conditions of Contract.

E. The CONTRACTOR shall provide the services of an independent testing and

laboratory that is satisfactory to the Owner and Engineer. The independent testing

and laboratory shall as a minimum be validated by the US Army Corps of Engineers

to USACE ER 1110-1-8100 and ER 1110-1-261 to perform all concrete inspections,

testing and laboratory work as identified in Section 03300. The laboratory shall

provide professional engineering services and technical services as required for






01410 - 2

compliance with the specified performance objectives identified in the specified

sections. The CM shall direct such additional test and inspections as required or

necessary in the performance of the work. The cost for additional testing identified

for Section 01410 shall be borne by the CONTRACTOR.

F. The CONTRACTOR shall be responsible to obtain and pay for all other testing and

laboratory services as required by other Sections. The cost for those testing and

laboratory services identified under other sections shall have been included in the

sections. The cost for testing and laboratory services identified under other sections

shall have been included in the sections. The cost for testing or laboratory services

required by the CONTRACTOR for the CONTRACTOR’s construction

requirements shall be paid for by the CONTRACTOR.

1.02 REFERENCES

A. American Society for Testing and Materials (ASTM):

1. E329-90 – Standard Practice for Use in the Evaluation of Testing and

Inspection Agencies as Used in Construction.

B. American Society For Nondestructive Testing Inc.:

1. SNT-TC-1A – Recommended Practice No. 1996

2. CP-189 – Standard for Qualification and Certification of Nondestructive

Testing Personnel

1.03 QUALIFICATION OF LABORATORY

A. Meet basic requirements of ASTM E329, SNT-TC-1A, and CP-189.

B. Authorized to operate in state in which Project is located.

C. Validated by the US Army Corps of Engineers to USACE ER 1110-1-8100 and

ER1110-1-261 to perform all soils and concrete inspections, testing and laboratory

work as identified in Section 01410.

D. Testing Equipment:

1. Calibrated at reasonable intervals by devices of accuracy traceable to either:

a. National Bureau of Standards.

b. Accepted values of natural physical constants.

c. ASTM






01410 - 3

1.04 LABORATORY DUTIES

A. Cooperate with CM and CONTRACTOR; provide qualified personnel to perform

Work after due Notice to Proceed.

B. Perform specified inspections, secure samples, and test materials.

1. Comply with specified standards.

2. Ascertain compliance of materials with Contract Documents.

C. Promptly notify CM and CONTRACTOR of observed irregularities or deficiencies of

Work, equipment and material.

D. Promptly submit written report of each test and inspection; one copy each to CM and

OWNER, material supplier, and CONTRACTOR, and one copy to record document

file. Each report shall include following:

1. Date issued.

2. Project title and number.

3. Testing laboratory name, address, and telephone number.

4. Name and signature of laboratory inspector.

5. Date and time of sampling or inspection.

6. Record to temperature and weather conditions if test performed in field.

7. Date of test.

8. Identification of product and Specification section.

9. Location of sample or test in Project.

10. Type of inspection or test.

11. Results of tests and compliance with Contract Documents.

12. Interpretation of test results, when requested by CM.

E. Perform additional tests as required by CM and CONTRACTOR.

1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY

A. Laboratory is not authorized to:

1. Release, revoke, alter or enlarge on requirements of Contract Documents.

2. Approve or accept any portion of Work.

3. Perform duties of CONTRACTOR.

1.06 CONTRACTOR’S RESPONSIBILITIES






01410 - 4

A. Cooperated with laboratory personnel and provide access to Work.

B. Provide to laboratory preliminary design mix proposed to be used for concrete and

other material mixes which require control by testing laboratory.

C. Furnish copies of product test reports.

D. Furnish incidental labor and facilities.

1. Provide access to Work to be tested.

2. Obtain and handle samples at Project site or at source of product to be tested.

3. Facilitate inspections and tests.

4. Store and cure test samples.

E. Notify laboratory and CM sufficiently in advance of operations to allow for

laboratory assignment of personnel and scheduling of tests.

1. When tests or inspections cannot be performed after such notice, reimburse

OWNER for laboratory personnel and travel expenses incurred due to

CONTRACTOR’s negligence.

F. Make arrangements with laboratory and pay for additional samples and tests required

for CONTRACTOR’s convenience.

G. Employ and pay for services of testing laboratory to perform additional inspections,

sampling, and testing required when initial tests indicated Work does not comply

with Contract Documents.

PART 2- PRODUCTS (NOT USED)

PART 3- EXECUTION (NOT USED)

END OF SECTION

Proposed Bridge Repairs Construction Facilities and Temporary Controls





01500-1

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

1 PART 1 - GENERAL

1.01 SUBMITTALS

A. Administrative Submittals:

1. Copies of permits and approvals for construction as required by Laws and Regulations

and governing agencies.

2. The Contractor shall develop, maintain and submit a copy of the Site Safety Plan.

Such Plan shall be in accordance with the City of Richmond Health, Safety and

Environmental Management Plan.

3. Spill Prevention and Response Plan.

B. Shop Drawings:

1. Temporary Construction Submittals:

a. Staging area location plan

C. Traffic Control

1. Limited Parking is available on-site.

D. Refer Section 01000 - General Requirements and Section 01300 – Submittals.

1.02 MOBILIZATION

A. Mobilization shall include, but not be limited to, these principal items:

1. Obtaining required permits.

2. Providing on-site sanitary facilities and potable water facilities as specified and as

required by Laws and Regulations, and governing agencies.

3. Arranging for and erection of the CONTRACTOR’s work and storage yard.

4. Posting OSHA required notices and establishing safety programs and procedures.






01500-2

5. Having the CONTRACTOR’s superintendent at the site full time.

B. Use area designated for the CONTRACTOR’s temporary facilities as shown on the

Drawings.

1.03 PERMITS & FINES

A. The CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER

shall assist the CONTRACTOR, when necessary, in obtaining such permits and licenses.

The CONTRACTOR shall pay all governmental charges and inspection fees necessary for

the prosecution of the Work

B. The CONTRACTOR shall be responsible for all fines and be responsible for addressing all

work stop orders received by the General and his Sub-Contractors.

1.04 QUALITY CONTROL

A. Codes, Rules, Permits and Fees

1. The CONTRACTOR shall comply with the City of Richmond Building Codes as well

as the requirements of all permits.

2. The CONTRACTOR shall give all necessary notices, obtain all permits (except as

otherwise noted herein) and pay all governmental taxes, fees, and other costs in

connection with the work, file all necessary plans, prepare all documents and obtain

all necessary approvals of all government departments having jurisdiction, obtain all

required Certificates of Inspection and Approval for the work and deliver same to the

CM, except as otherwise noted herein.

3. The CONTRACTOR shall include in his work, all labor, materials, services,

apparatus, and drawings required to comply with all applicable laws, ordinances, rules

and regulations, whether or not shown on the Drawings or specified.

4. All materials furnished and all work installed shall comply with the rules and

regulations of the National Fire Protection Association with all requirements of local

utility companies, with the recommendations of the fire insurance rating organization

having jurisdiction, and with the requirements of all governmental departments

having jurisdiction. The CONTRACTOR shall arrange for inspection and approval by

the Electrical Inspectors and shall pay all costs of these services.

B. Materials and Workmanship

1. All materials and equipment required for the work shall be new, unless otherwise

specified, and of the best quality and especially adapted to the services required.






01500-3

2. The CONTRACTOR shall furnish a superintendent who shall be constantly in charge

of the installation of the work, together with all skilled workmen and labor required to

unload, transfer, erect, connect up, adjust, start, operate, and test each system.

3. The CONTRACTOR shall locate and install all equipment which must be serviced,

operated, or maintained in fully accessible positions. Such equipment shall include,

but not be limited to, valves, pumps, blowers, traps, unions, cleanouts, dampers, drain

points, thermometers, pressure gages, and controls. Minor deviations from the

Drawings may be made to allow for better accessibility, but changes of significant

magnitude or changes involving extra cost shall not be made without approval of the

ENGINEER.

4. In as much as the Drawings are generally diagrammatic, the Drawings do not indicate

all supports, hangers, fittings or offsets for piping, conduits, and duct work, or all

valves, traps, access panels, or other specialties which the CONTRACTOR shall

provide. All piping, conduit and duct work exposed to view shall be run parallel with

the lines of the structure and as close to walls, columns, and ceilings as may be

practical and consistent with proper grade and the maintenance of proper clearances

for access to all parts requiring servicing. No piping, conduit, or duct work shall

cross below the head of any window or door.

C. Verification of Dimensions

1. The CONTRACTOR shall be responsible for field verification of all dimensions of

existing facilities and other items which are shown on the Contract Drawings.

D. Tests of Materials and Equipment

1. All material before being incorporated in the work shall be subject to inspection,

testing and approval of the ENGINEER and any work in which such materials are

used without prior test and approval shall be considered defective and unauthorized

and will not be paid for. The CONTRACTOR shall perform such tests as required by

the Specifications in a timely fashion taking into account when the items will be

incorporated in the work.

1.05 CONTRACTOR’S FIELD OFFICE

A. As a minimum requirement the CONTRACTOR shall furnish at his own expense, a cellular

phone in working order maintained on his person and have access to a facsimile service.

1.06 CONSTRUCTION MANAGER

A. The Construction Manager (CM) will be identified by the Owner.






01500-4

1.07 SAFETY AND PROTECTION

A. The OWNER, CM and ENGINEER, under this Contract, are not responsible for the safety of

the CONTRACTOR's employees.

B. The CONTRACTOR shall initiate, maintain, and supervise all safety precautions and programs

in connection with the Work. Provide safe working conditions during the building of all parts

of the work under the Contract and abide by all applicable OSHA regulations. Work under

this Contract will be subject to inspection by OSHA and Virginia Department of Labor

inspectors. Take all necessary precautions for the safety of, and provide the necessary

protection to prevent damage, injury, or loss to:

1. All persons on the Work site or who may be affected by the Work.

2. All the Work and materials and equipment to be incorporated therein, whether in

storage on or off the site.

3. Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks,

pavements, roadways, structures, utilities and Underground Facilities not designated for

removal, relocation or replacement in the course of construction.

4. CONTRACTOR shall meet all safety requirements for working over and around

water. See submittal requirements for Spill Prevention and Response Plan.

Contractor shall have all immediate response materials on site at all times and shall

strictly follow submitted refueling procedures.

5. CONTRACTOR shall restrict access and clearly mark all newly excavated or

otherwise hazardous areas when not working for more than 1 hour or overnight.

6. CONTRACTOR shall meet all safety requirements for working around High Voltage

power facilities.

C. Safety Plan:

1. The CONTRACTOR shall make available the following items for review: OSHA-200

Log for the past five years, current safety program, training program, and experience

with other related processes. Documented evidence showing compliance with

lockout/tagout, emergency response, and safe work practices are required.

2. Before any Work at the site is started, prepare written plan for Project specific safety

precautions and programs, complete with respect to procedures and actions that the

CONTRACTOR, and all others, intend to follow in order for CONTRACTOR and all

others to comply with all applicable Laws and Regulations, as well as specific site

requirements.






01500-5

3. Revise plan for safety precautions and programs at appropriate times to reflect changes

in construction conditions, the Work, means, methods, techniques, sequences and

procedures of construction.

D. Safety Representative: Designate a qualified and experienced safety representative at the site

whose duties and responsibilities shall be the prevention of accidents and the maintaining and

supervising of safety precautions and programs.

E. Hazard Communication Programs: Be responsible for coordinating any exchange of material

safety data sheets or other hazard communication information required to be made available

to or exchanged between or among employers at the site in accordance with Laws or

Regulations.

F. Emergencies: In emergencies affecting the safety or protection of persons or the Work or

property at the site or adjacent thereto, the CONTRACTOR, without special instruction or

authorization from the OWNER or CM, is obligated to act to prevent threatened damage, injury

or loss. The CONTRACTOR shall give the CM prompt written notice if CONTRACTOR

believes that any significant changes in the Work or variations from the Contract Documents

have been caused thereby. If the CM determines that a change in the Contract Documents is

required because of the action taken by the CONTRACTOR in response to such an emergency,

a Work Change Directive or Change Order will be issued to document the consequences of

such action.

1.08 SITE SECURITY

A. Contractor shall insure the construction site is secure and site gate is secure each day.

Construction site shall remain in a safe condition at all times. Contractor is responsible for

security of their own equipment.

B. Provide the CM with an up-to-date list of employees, sub-contractors, and sub-contractor

employees who will be coming to the site. Everyone who will be entering the site shall have

a valid Photo Identification accepted by the United States. The valid Photo Identification

shall be on person at all times.

C. The CONTRACTOR shall notify the CM of work or deliveries at the Byrd Park Pumping

Station a minimum of 24 hours prior to the start of work or material deliveries. For

deliveries, provide description of material to be delivered, date and time, and Delivery

Company with the notification.

D. The CONTRACTOR shall notify the CM or OWNER if any suspicious activity is noted

around or near the Pump Station.






01500-6

E. The CONTRACTOR shall issue personnel photo ID badges that shall be worn at all times

when personnel are on site. CONTRACTOR shall also provide an updated list of personnel

to DPU on a weekly basis.

F. No private vehicles are allowed on site. All CONTRACTOR vehicles shall be identified

with the CONTRACTOR’s name.

G. The CM will establish allowable traffic pattern of all contractor vehicles on the site.

H. The CM will establish security procedures for deliveries to the contractor on-site.

I. The CONTRACTOR will establish site security procedures for his equipment on the project

site.

J. The CM will define areas out of bounds for contractor personnel on the pump station site.

1.09 SITE CONDITIONS

A. The CONTRACTOR shall be required to abate any contribution to air, water, or land

pollution including such nuisances as odors, noise, surface or groundwater contamination, or

other conditions resulting from the CONTRACTOR’s activities.

B. The CONTRACTOR shall comply with all traffic regulations. It shall be the CONTRACTOR

responsibility to inspect the condition of the road and plan the Work to accommodate the

road condition. The CONTRACTOR shall be responsible for repairing any damage to

roadways and other surfaces harmed by the CONTRACTOR’s operations at no additional

cost to the OWNER.

C. Examination: After Effective Date of the Agreement and before Work at site is started,

CONTRACTOR, CM, and OWNER shall make thorough examination of pre-existing

conditions including existing roads, structures, and other improvements in vicinity of the

work to be performed. The pre-existing condition of surfaces and structures on or near the

area of work shall be documented with photographic media.


A. Comply with the OWNER’s safety rules while on the OWNER’s property.

B. Keep OWNER informed of serious accidents on the site and related claims.

C. Use of Explosives: No blasting or use of explosives will be allowed on the site.

D. During the performance of the Work, CONTRACTOR is responsible for adapting its means,

methods, techniques, sequences and procedures of construction to allow OWNER to maintain






01500-7

operation at the existing level of facility production and consistent with applicable permit

requirements, and Laws and Regulations. In performing such Work and in cooperating with

the OWNER to maintain operations, it may be necessary for the CONTRACTOR to plan,

design, and provide various temporary services, utilities, connections, temporary piping and

heating, access, and similar items which will be included within the Contract Price.

E. The CONTRACTOR shall, at his own cost and expense, protect from direct or indirect injury

any and all water and gas mains, sewers or drains, conduits, service pipes, roadways, bridges,

buildings and all other structures or property in the vicinity of this work, and along his route

of travel, whether over or under the ground, and he shall assume all costs for repairing them

and all other costs resulting from his damages to them.

F. The CONTRACTOR shall prevent any foreign material from entering any part of the

waterway.

1.11 LIMITED AND RESTRICTED ACCESS

A. Area to be used as equipment staging areas shall be of limited expanse and will be restricted.

B. All areas which the CONTRACTOR uses for access shall be maintained and any damage due

to his operations shall be repaired to leave these areas in a condition equal to that which

existed at the start of the work.

C. The CONTRACTOR will not be entitled to any additional costs or time due to the limited

and restricted access to the site.

1.12 WORKING LIMITS

A. The CONTRACTOR shall confine his operations within the areas of new work to be done as

indicated on the drawings. Since working space is limited, the CONTRACTOR is

responsible for securing any off-site space or any additional area required for performing the

work if required.

B. Access to the pump station buildings and roads must be maintained at all times.

C. All areas which the CONTRACTOR uses shall be restored to a condition at least equal to

that which existed at the start of the work.

1.13 USE OF PREMISES AND REMOVAL OF DEBRIS

A. USE OF PREMISES AND REMOVAL OF DEBRIS of the GENERAL CONDITIONS is

supplemented by this paragraph.

B. The CONTRACTOR shall exercise all precautions in order to avoid mud being tracked on

the streets by trucks or equipment in his use on the project. If excessive tracking of mud

occurs, the project will be shut down until the streets are cleaned by the CONTRACTOR at






01500-8

his own expense. No extra working days will be allowed for this time lost. If the

CONTRACTOR neglects to clean the streets when requested, the CM shall have the streets

cleaned and the cost incurred for this work shall be deducted from the payments to the

CONTRACTOR.

PART 2 - PRODUCTS

2.01 MATERIALS, EQUIPMENT AND FURNISHINGS FOR CONTRACTORS’ OFFICE

A. May be new or used, but must be serviceable, adequate for required purpose, and must not

violate applicable codes or regulations.

PART 3 - EXECUTION

3.01 TEMPORARY UTILITIES

C. See Section 01510 – Temporary Utilities.

3.02 CONTRACTOR'S STAGING AREA

A. Provide storage sheds as required for the performance of the work and protection of materials

and equipment.


A. General:

1. Perform Work within rights-of-way and easements in a systematic manner that

minimizes inconvenience to property owners and the public.

2. No residence or business shall be cut off from vehicular traffic for a period exceeding

4 hours unless special arrangements have been made.

3. Maintain in continuous service all existing oil and gas pipelines, underground power,

telephone or communication cable, water mains, irrigation lines, sewers, poles and

overhead power, and all other utilities encountered along the line of work, unless

other arrangements satisfactory to owners of said utilities have been made.

4. Where completion of Work requires temporary or permanent removal and/or

relocation of an existing utility, coordinate all activities with owner of said utility and

perform all work to their satisfaction.






01500-9

5. Protect, shore, brace, support, and maintain hanging and underground pipes, conduits,

drains, and other underground utility construction uncovered or otherwise affected by

construction operations. Utilities shall remain secured during all stages of

construction activities.

6. Keep fire hydrants and water control valves free from obstruction and available for

use at all times.

7. In areas where the CONTRACTOR’s operations are adjacent to or near a utility such

as gas, telephone, television, electric power, water, sewer, or irrigation system and

such operations may cause damage or inconvenience, suspend operations until

arrangements necessary for protection thereof have been made by the

CONTRACTOR.

8. Notify property owners and utility offices which may be affected by the construction

operation at least 2 days in advance.

a. Before exposing a utility, obtain utility owner’s permission. Should service of

utility be interrupted due to the CONTRACTOR’s operation, notify proper

authority immediately. Cooperate with said authority in restoring service as

promptly as possible and bear costs incurred.

9. Do not impair operation of existing sewer systems. Prevent construction material,

pavement, concrete, earth, volatile and corrosive wastes, and other debris from

entering sewers, pump stations, or other sewer structures. Maintain original site

drainage wherever possible.

B. Site Security: Temporary fencing or full time watchmen will not be specifically required as a

part of the Contract, but the CONTRACTOR shall provide inspection of work area daily and

shall take whatever measures are necessary to protect the safety of the public, workmen, and

materials, and provide for the security of the construction site, both day and night.

C. Barricades and Lights:

1. Provide as necessary to prevent unauthorized entry to construction areas, and as

required to ensure public safety and the safety of CONTRACTOR’s employees, other

employer’s employees, and others who may be affected by the Work.

2. Provide to protect existing facilities and adjacent properties from potential damage.

3. Locate to enable access by facility operators and property owners.






01500-10

D. Signs and Equipment: Conform to requirements of the manual published by the City of

Richmond and in accordance with the General Conditions.

E. Existing Structures: Where the CONTRACTOR contemplates removal of small structures

such as mailboxes, signposts, and culverts that interfere with CONTRACTOR’s operations,

obtain approval of property owner and CM. Replace those removed in a condition equal to or

better than original.

F. Waterways: Keep ditches, culverts, and natural drainages continuously free of construction

materials and debris.

G. Dewatering: Construct, maintain, and operate cofferdams, channels, flume drains, sumps,

pumps, or other temporary diversion and protection works. Furnish materials required, install,

maintain, and operate necessary pumping and other equipment for the environmentally safe

removal and disposal of water from the various parts of the Work. Maintain the foundations

and parts of the Work free from water.

3.04 TEMPORARY CONTROLS

A. Air Pollution Control:

1. Minimize air pollution from construction operations.

2. Burning of waste materials, rubbish, or other debris will not be permitted on or

adjacent to the site.

3. Conduct operations of dumping rock and of carrying rock away in trucks to cause a

minimum of dust. Give unpaved streets, roads, detours, or haul roads used in the

construction area a dust-preventive treatment or periodically water to prevent dust.

Strictly adhere to applicable environmental regulations for dust prevention.

B. Noise Control:

1. Provide acoustical barriers so noise emanating from tools or equipment will not

exceed legal noise levels.

2. Comply with local noise control ordinance.

3. Noise Control Plans: Proposed plan to mitigate construction noise impacts and to

comply with noise control ordinances including method of construction, equipment to

be used, and acoustical treatments.

4. Comply with appropriate sections of Section 01106.






01500-11

C. Water Pollution Control:

1. Divert sanitary sewage and non-storm waste flow interfering with construction and

requiring diversion to sanitary sewers. Do not cause or permit action to occur which

would cause an overflow to an existing waterway.

2. Prior to commencing excavation and construction, obtain ENGINEER’s agreement

with detailed plans showing procedures intended to handle and dispose of sewage,

groundwater, and stormwater flow, including dewatering pump discharges.

3. Comply with procedures outlined in U.S. Environmental Protection Agency manuals

entitled, “Guidelines for Erosion and Sedimentation Control Planning” and

“Implementation, Processes, Procedures, and Methods to Control Pollution Resulting

from All Construction Activity,” and “Erosion and Sediment Control-Surface Mining

in Eastern United States.”

4. Do not dispose of volatile wastes such as mineral spirits, oil, chemicals, or paint

thinner in storm or sanitary drains. Disposal of wastes into streams or waterways is

prohibited. Provide acceptable containers for collection and disposal of waste

materials, debris, and rubbish.

D. Erosion, Sediment, and Flood Control:

1. Permanent or temporary soil stabilization shall be applied to denuded areas within

7 days after final grade is reached on any portion of the site. Temporary soil

stabilization shall be applied within 7 days to denuded areas that may not be at final

grade but will remain dormant (undisturbed) for longer than 30 days. Permanent

stabilization shall be applied to areas that are to be left dormant for more than 1 year.

2. Excess excavation disposed of offsite in accordance with the Virginia Erosion and

Sediment Control Handbook.

3. Erosion and Sediment Controls shall be installed in accordance with Virginia Erosion

and Sediment Control Handbook and shall be placed prior to or as the first step of the

land disturbing activity.

4. Erosion and Sediment Controls shall be maintained so that sediment carrying runoff

from the site will not enter storm drainage facilities.

5. Erosion and Sediment Controls shall be maintained until the disturbed area is

stabilized.

6. Properties adjoining the site shall be kept clean of mud or silt carried from the site by

vehicular traffic or runoff.






01500-12

7. The disposal of waste materials removed from erosion and sediment control facilities

and the disposal of these facilities shall be in accordance with the Virginia Erosion

and Sediment Control Handbook.

8. Stabilization measures shall be applied to earthen structures such as dams, dikes, and

diversions immediately after installation.

9. During construction of the project, soil stockpiles shall be stabilized or protected with

sediment trapping measures. The CONTRACTOR is responsible for the temporary

protection and permanent stabilization of all soil stockpiles onsite as well as soil

intentionally transported from the project site.

E. Spill Prevention and Response Plan Requirements

1. Before mobilizing onsite, the CONTRACTOR shall prepare and submit to the CM for

approval a Spill Prevention and Response Plan (SP&RP). The Plan shall be project

specific and designed to protect human health and the environment from spills and

releases of “hazardous materials,” including but not limited to chemicals, dangerous

waste, problem waste, petroleum products, and hazardous substances.

2. The CONTRACTOR and all SUBCONTRACTORS will use this SP&RP for the

duration of the Project and will update the Plan throughout Project construction so

that the Plan reflects actual site conditions and practices. The CONTRACTOR will

maintain an updated copy of this Plan on the Project site and all Project employees

will have immediate access to this Plan.

3. No on-site Project construction activities will commence until THE OWNER accepts

this Plan. The CONTRACTOR will implement the spill prevention measures

identified in this Plan before performing any of the following on the Project site:

a. Placing materials or equipment in staging or storage areas;

b. Refueling, washing, or maintaining equipment;

c. Stockpiling contaminated materials.

4. All materials required for immediate response to spills shall be on site at all times.

Responsible personnel capable of performing immediate response to spills shall be on

site at all times during any activity that could potentially result in a spill. Contractor

shall have a qualified firm available to respond to any spill that required additional

containment or clean up in less than 24 hours.

5. Spill Response Procedures: Provide a detailed description of all hazardous material

present on the site and actions to take, and the order in which the actions should take

place. At a minimum include:






01500-13

a. Notification procedures – list names and phone numbers of those who must be

notified. This will typically be the primary staff persons at the facility (include

a back-up person), fire department and agencies such as DCR.

b. Initial response procedures - actions to take immediately by whomever

discovers the spill. May include different actions based on what has spilled.

c. Spill cleanup procedures - what happens to material used to clean up the spill

and who assures that the cleanup is complete.

d. Incident documentation - what reports are prepared and who will complete

them.

6. Spill Prevention: Describe the steps that help prevent spills from happening and

structures that contain or treat spills. Employee training and material handling

procedures (e.g., fueling procedures) are examples of steps that help prevent spills.

Concrete containment structures for fuel tanks and oil/water separators for road runoff

are typical structures for containing or treating spills.

3.05 STORAGE YARDS AND BUILDINGS

A. Temporary Storage Yards: Construct temporary storage yards for storage of products that are

not subject to damage by weather conditions.

B. Temporary Storage Buildings:

1. Provide environmental control systems that meet recommendations of manufacturers

of equipment and materials stored.

2. Arrange or partition to provide security of contents and ready access for inspection

and inventory.

3. Store combustible materials (paints, solvents, fuels, etc.) in a well-ventilated and

remote building meeting safety standards.

3.06 SITE RESTORATION

A. Comply with the requirements in the Drawings and Specifications. Submit a site restoration

plan for approval.

B. Remove temporary storage yards and buildings. Remove the stone and geotextile fabric,

clean up the area and grade and restore to existing site conditions to the satisfaction of the

CM.

C. Completely remove temporary facilities when their use is no longer required.

D. Clean and repair damage caused by temporary installations or use of temporary facilities.






01500-14

E. Restore permanent facilities used for temporary services to specified condition.

3.07 CLEANING DURING CONSTRUCTION

A. In accordance with the General Conditions, as may be specified in Specification sections, and

as required herein.

B. Provide approved containers for collection and disposal of waste materials, debris, and

rubbish. At least at weekly intervals, dispose of such waste materials, debris, and rubbish

offsite.

C. At least weekly, brush sweep the entry drive and roadways, and all other streets and

walkways affected by Work and where adjacent to Work.

END OF SECTION

Proposed Bridge Repairs Temporary Utilities





01510 - 1

SECTION 01510

TEMPORARY UTILITIES

PART 1 - GENERAL

1.01 SCOPE OF WORK

A. Furnish, install and maintain temporary utilities required for construction and remove those

temporary utilities upon completion of Work.

1.02 REQUIREMENTS OF REGULATORY AGENCIES

A. Comply with National Electric Code.

B. Comply with Federal, State, and local codes and regulations and with utility company

requirements.

C. Comply with City and State Health Department Regulations.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Materials may be new or used, but must be adequate in capacity for the required usage, must not

create unsafe conditions, and must not violate requirements of applicable codes and standards.

2.02 TEMPORARY ELECTRICITY AND LIGHTING

A. Contractor to provide temporary electricity and lighting as required.

2.03 TEMPORARY HEAT and VENTILATION

A. To be provided and paid for by Contractor, if required.

2.04 TEMPORARY TELEPHONE SERVICE

A. To be provided and paid for by Contractor, if required.

B. Pay all costs for installation, maintenance and removal, and service charges.






01510 - 2

2.05 TEMPORARY WATER

A. The City shall not provide potable water to the Contractor for use during construction. The

Contractor is responsible for all meters, backflow prevention devices, piping, valves and fittings

required to convey water to construction site.

B Each and every connection by the CONTRACTOR to a fire hydrant for temporary potable water

must comply with City of Richmond metering and backflow prevention requirements and

CONTRACTOR to pay all fees.

2.06 TEMPORARY SANITARY FACILITIES

A. Approved sanitary convenience for the use of laborers and others employed on the work,

properly secluded from public observation shall be constructed and maintained by the

CONTRACTOR, in such manner and at such points shall be approved or directed and their use

shall be strictly enforced. The collections in the same shall be disinfected and/or removed when

and as required.

B. The CONTRACTOR shall provide and maintain, in a neat and sanitary condition, such

accommodations for the use of his employees, as may be necessary to comply with the

requirements and regulations of the Department of Health or of other bodies or tribunals having

jurisdiction thereof. The CONTRACTOR shall commit no public nuisance.

2.07 TEMPORARY PUMPING and SITE DRAINAGE

A. Keep the site free from water at all times to permit continuous access and to prevent damage to

the work.

2.08 SECURITY

A. Full time watchmen will not be specifically required as a part of the Contract, but the

CONTRACTOR shall provide inspection of work area daily and shall take whatever measures as

necessary to protect the safety of the public, workmen, and materials, and provide for the security

of the site, both day and night.

2.09 DUST and MUD CONTROL

A. Take all necessary precautions to control dust and mud associated with the Work of this

Contract, as required by the Virginia Erosion and Sediment Control Manual and subject to the

review of the CM. In dry weather, spray dusty areas daily with water or provide other approved

means in order to control dust. Take necessary steps to prevent the tracking of mud onto

adjacent streets and highways.






01510 - 3

2.10 CONTRACTOR'S STORAGE SHEDS

A. Provide storage sheds for the performance of the work and protection of materials and

equipment.

1. Provide commercial grade chain link fence to prevent trespass by the public onto the

construction trailer and storage site.

2. Coordinate location of temporary fencing with property owner and OWNER.

PART 3 - EXECUTION

3.01 REMOVAL

A. Completely remove temporary materials and equipment when their use is no longer required.

B. Clean and repair damage caused by temporary installations or use of temporary facilities.

C. Restore permanent facilities used for temporary services to specified condition.

END OF SECTION






01510 - 4


Proposed Bridge Repairs Erosion and Sediment Control





01560 - 1

SECTION 01560

EROSION AND SEDIMENT CONTROL

PART I - GENERAL

1.01 RELATED DOCUMENTS

A. Plans and general provisions of the Contract, including General and Supplementary

Conditions and Specification sections, apply to work specified in this Section. In addition, all

work performed on this project shall conform to all rules and regulations set forth by the

Virginia Soil and Water Conservation Commission in its "Erosion and Sediment Control

Handbook," City of Richmond and/or any other regulatory agency which has control or

jurisdiction over erosion and sedimentation control in the area in which the project is located.

B. The CONTRACTOR is required to abide by the permit conditions for a Storm Water

Management Program General Permit for Construction Activity from the Virginia

Department of Conservation and Recreation (DCR).

1.02 DESCRIPTION OF WORK

A. The CONTRACTOR shall furnish all labor, materials, equipment and services necessary for,

and reasonably incidental to, preventing pollution of land, air and water and for controlling

run-off and erosion of soil in accordance with the. Erosion and sediment control shall be

accomplished so as to preclude sedimentation in general and in particular, of the City’s storm

water system.

B. The CONTRACTOR’s registered land disturber shall be onsite at the pre-construction

meeting.

PART II - PRODUCTS

2.01 MATERIALS

A. All materials used in erosion control devices shall be in accordance with the Virginia Erosion

and Sediment Control Handbook, latest edition.

PART III - EXECUTION

1.01 SEQUENCE OF CONSTRUCTION

A. Notify the City of Richmond Department of Public Utilities Inspector and the Code

Compliance Section, in writing, at least seven (7) days prior to commencing construction on

the project.

Richmond Water Treatment Plant Erosion and Sediment Control

Sedimentation Basin Improvement Projects



N:\46499-014\CADD\Plot\Submissions\Final September 2016\01560.doc May 2016

01560 - 2

B. Install silt fence, construction entrances, tree protection and any other required erosion and

sediment control measures. No disturbance of the site will be allowed until after issuance of

the Erosion Control Permit and installation of the erosion and sediment control devices.

C. Notify the City of Richmond Department of Public Utilities Inspector and the Code

Compliance Section when initial erosion and sediment control devices are in place.

D. Upon completion of work, apply permanent seeding to all disturbed areas. Apply temporary

seeding to disturbed areas as required during construction.

E. Notify the City of Richmond Department of Public Utilities Inspector when all work is

complete.

F. When disturbed areas are stabilized to the satisfaction of the Inspector and the CM ,

removal all temporary erosion and sediment control devices.

1.02 SEDIMENT CONTROL FACILITIES

A. Installation of all sediment control facilities shall be in accordance with the Virginia Erosion

and Sediment Control Handbook (VESCH) standards.

B. All sediment control devices shall be maintained in accordance with the Virginia Erosion and

Sediment Control Handbook. Sediment control devices shall be inspected at least weekly

and after each rainfall event.

1.03 REMOVAL OF SEDIMENT CONTROL DEVICES

A. All temporary sediment control devices shall be removed after disturbed areas have been

restored to original grades or constructed to finish grades, as shown on the Contract

Drawings, and an acceptable vegetative cover has been established.

END OF SECTION

Proposed Bridge Repairs Materials and Equipment





01600-1

SECTION 01600

MATERIALS AND EQUIPMENT

PART 1-GENERAL

1.01 DEFINITIONS

A. Products:

1. New items for incorporation in the Work, whether purchased by

CONTRACTOR or OWNER for the Project, or taken from previously

purchased stock and may also include existing materials or

components required for reuse.

2. Includes the terms material, equipment, machinery, components,

subsystem, system, hardware, software, and terms of similar intent and

is not intended to change the meaning of such other terms used in the

Contract Documents as those terms are self-explanatory and have well

recognized meanings in the construction industry.

3. Items identified by manufacturer’s product name, including make or

model designation, indicated in the manufacturer’s published product

literature, that is current as of the date of the Contract Documents.

1.02 ENVIRONMENTAL REQUIREMENTS

A. Provide systems, equipment, and components, including supports and

anchorages in accordance with the provisions of the latest edition of National

Building Code (BOCA), unless superseded by other sections.

1.03 SUBMITTALS

A. Administrative Submittals:

1. List of all proposed substitute or “or-equal” items/methods.

2. Schedule of factory tests required by Contract Documents. Identify

tests for which CM’s presence has been specified.

B. Quality Control Submittals:

1. Factory Tests: As specified in the individual Specifications.

a. Procedures: Preliminary outlines.






01600-2

1) Final Accepted Procedures: Prior to start of factory

testing.

b. Test Documentation: Results of successful testing, including

certification of procedures and results.

1.04 PREPARATION FOR SHIPMENT

A. When practical, factory assemble products. Matchmark or tag separate parts

and assemblies to facilitate field assembly. Cover machined and unpainted

parts that may be damaged by the elements with a strippable protective

coating.

B. Package products to facilitate handling and protect from damage during

shipping, handling, and storage. Mark or tag outside of each package or crate

to indicate its purchase order number, bill of lading number, contents by name,

name of Project and CONTRACTOR, equipment number, and approximate

weight. Include complete packing lists and bills of materials with each

shipment.

C. Spare Parts, Special Tools, Test Equipment, Expendables, and Maintenance

Materials:

1. Furnish as required by the Specifications prior to (i) starting functional

testing, or (ii) operation of the equipment by the OWNER, or

(iii) 75 percent Project completion, whichever occurs first.

2. Properly package to avoid damage, in original cartons insofar as

possible. Replace parts damaged or otherwise inoperable.

3. Firmly fix to, and prominently display on, each package.

a. Minimum 3-inch by 6-inch manila shipping tag with the

following information printed clearly:

1) Manufacturer’s part description and number.

2) Applicable equipment description.

3) Quantity of parts in package.

4) Equipment manufacturer.

5) Applicable Specification section.

6) Name of CONTRACTOR.

7) Project name.






01600-3

4. Deliver materials to site.

D. Protect equipment from exposure to the elements and keep thoroughly dry and

dust free at all times. Protect painted surfaces against impact, abrasion,

discoloration, or other damage. Grease or oil all bearings and similar items.

E. Request a minimum 7-day advance notice of shipment from manufacturers.

Upon receipt of manufacturer’s advance notice of shipment, promptly notify

CM of anticipated date of delivery.

F. Factory Test Results: Reviewed and accepted by CM before product shipment

as required in individual Specification sections.

1.05 DELIVERY AND INSPECTION

A. Deliver products in accordance with the accepted current progress schedule

and coordinate to avoid conflict with Work and conditions at the site. Deliver

anchor bolts and templates sufficiently early to permit setting prior to

placement of structural concrete.

B. Deliver products in undamaged condition, in manufacturer’s original container

or packaging, with identifying labels intact and legible. Include on label date

of manufacture and shelf life, where applicable. Include UL labels on products

so specified.

C. Unload products in accordance with manufacturer’s instructions for

unloading, or as specified. Record the receipt of products at the site. Inspect

for completeness and evidence of damage during shipment.

D. Remove damaged products from the site and expedite delivery of identical

new undamaged products and remedy incomplete or lost products to provide

that specified, so as not to delay the progress of the Work.

1.06 HANDLING, STORAGE, AND PROTECTION

A. Handle products in accordance with the manufacturer’s written instructions,

and in a manner to prevent damage. Store products, upon delivery, in

accordance with manufacturer’s instructions, with labels intact and legible, in

approved storage yards or sheds provided in accordance with Section 01500,

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. Provide

manufacturer’s recommended maintenance during storage, installation, and

until products are accepted for use by OWNER.

B. The Contractor shall store and protect products in accordance with the

manufacturer's recommendations, and the requirements specified herein.






01600-4

C. Arrange storage in a manner to provide easy access for inspection. Make

periodic inspections of stored products to assure that products are maintained

under specified conditions, and free from damage or deterioration. Keep

running account of products in storage to facilitate inspection and to estimate

progress payments for products delivered but not installed in the Work.

D. All equipment and materials provided and work performed under this Contract

shall be protected from damage before and after installation. The Contractor

shall be responsible for work, equipment and materials until finally accepted

by the Owner.

E. During construction, the open ends of work shall be effectively closed with

temporary caps or plugs to prevent the entry of foreign material.

F. Store fabricated products aboveground, on blocking or skids, and prevent

soiling or staining. Store loose granular materials in a well-drained area on

solid surfaces to prevent mixing with foreign matter. Cover products that are

subject to deterioration with impervious sheet coverings; provide adequate

ventilation to avoid condensation.

G. Where permanent equipment called for under this Contract is installed before

the erection of adequate protective structures, the Contractor without

additional compensation therefore, shall provide approved effective and

durable covers for fully protecting such equipment against damage from the

elements or from any other cause.

H. Store finished products that are ready for installation in dry and well ventilated

areas. Do not subject to extreme changes in temperature or humidity.

I. All existing and new structures, machinery, equipment, piping electric

conduit, wiring, and accessories and appurtenances shall be adequately

supported and safeguarded against all damage or injury during performance of

work under this Contract. The Contractor shall be responsible for all damage

or injury resulting from his operations and shall repair such damage

immediately and to the satisfaction of the CM.

J. Hazardous Materials: Prevent contamination of personnel, the storage

building, and the site. Meet the requirements of the product specifications,

codes, and manufacturer’s instructions.

K. The Contractor shall make all arrangements and provisions necessary for the

storage of materials and equipment. All excavated materials, construction

equipment, and materials and equipment to be incorporated into the work shall

be placed so as not to injure any part of the work or existing facilities, and so

that free access can be achieved at all times to all parts of the work. Materials






01600-5

and equipment shall be kept neatly and compactly stored in locations that will

cause a minimum of inconvenience.

L. Areas available on the job site for storage of materials and equipment shall be

as shown, specified or designated and approved by the CM. All materials and

equipment must be consigned to the Contractor directly. No delivery of

materials and equipment will be accepted by the Owner, and all expenses

incurred by the Owner in handling materials or equipment which have been

consigned or directed to the Owner, will be charged to the Contractor.

M. Materials and equipment which are to become the property of the Owner shall

be stored to facilitate their inspection and ensure preservation of the quality

and fitness of the work, including proper protection against damage by

freezing and moisture. They shall be placed in inside storage areas, unless

otherwise shown, specified or approved by the CM. Materials and equipment

whether installed or being stored prior to installation shall be protected in full

accordance with the manufacturer's recommendations for safeguarding the

items. Upon delivery of equipment the Contractor shall furnish the CM a copy

of the manufacturer's recommendations for the proper storage and protection

of the equipment.

N. Lawns, grass plots or private property shall not be used for storage purposes

without written permission of the property owner and approval of the CM.

O. The Contractor shall be responsible for maintaining, exercising, lubricating

and servicing all stored equipment and materials.

P. Contractor shall be fully responsible for loss of or damage to stored materials.

Q. Uncovered Storage:

1. The following types of materials may be stored out-of-doors without

cover:

a. Masonry units

b. Reinforcing steel

c. Structural steel

d. Piping

2. Store the above materials on wood blocking so there is no contact with

the ground.

R. Covered Storage:






01600-6

1. The following type of material may be stored out-of-doors if covered

with material impervious to water:

a. Rough Lumber

2. Covers shall be tied down with rope, and sloped to prevent

accumulation of water on covers.

3. The above materials shall be stored on wood blocking.

S. Fully Protected Storage:

1. The Contractor shall store all products not named above in buildings or

trailers which have a concrete or wooden floor, a roof, and fully closed

walls on all sides.

2. Heated storage space shall be provided for materials which would be

damaged by freezing.

3. Mechanical and electrical equipment shall be protected from being

contaminated by dust, dirt and moisture.

4. Humidity shall be maintained at levels recommended by manufacturers

for electrical and electronic equipment.

5. Equipment with built-in space heaters shall be connected to a power

source and kept in operation.

T. The CONTRACTOR shall replace, at no additional cost to the OWNER, any

material or equipment that is stolen. This includes any material or equipment

that has been billed to the OWNER. The CONTRACTOR shall be

responsible for any material or equipment unless that material or equipment

has been accepted and stored by the OWNER.

1.07 (NOT USED)

1.08 EQUIPMENT, MATERIALS AND SERVICES TO BE FURNISHED BY THE

OWNER

A. Certain equipment, materials and services may be furnished by the Owner for

installation and/or utilization by the Contractor if indicated on the Drawings or

in these Specifications. The Contractor is to be responsible for unloading the






01600-7

equipment and materials furnished by the Owner and for installation of same

as described hereinafter.

B. The Owner and Contractor shall inspect equipment and materials prior to

unloading to ascertain that no damage has occurred in shipment. The

Contractor shall then assume responsibility for unloading, storing and

installation of the materials and equipment and any damage to the materials or

equipment during these operations shall be properly repaired at the

Contractor’s expense.

1.09 ADDITIONAL MATERIAL AND/OR EQUIPMENT

A. Because of the small scale of the Drawings, all offsets, valves, fittings and

accessories that may be required may not be shown. The Contractor shall

carefully investigate the structural and finish conditions affecting his work and

shall arrange his work accordingly, furnishing such fittings, valves, transitions,

pull or junction boxes, and accessories as may be required to meet such

conditions, at no additional cost to the Owner.

1.10 SINGULAR NUMBER

A. Where material, a device, or part of the equipment is referred to in the singular

number, it is intended that such reference shall apply to as many items of

material, devices or parts of the equipment as are required to complete the

installation.

1.11 EQUIPMENT UNIFORMITY

A. Multiple-unit equipment shall be, to the greatest extent possible within its

category, the product of a single manufacturer.

1.12 SPARE PARTS, SPECIAL TOOLS AND LUBRICANTS

A. Spare parts, special tools and lubricants shall be provided as specified in the

various section of the Specifications. Lists of spare parts furnished and tools

shall be included in the Operation and Maintenance Manuals.

B. Special tools required for the normal maintenance of each piece of equipment

shall be provided and shall be identified with the tool number corresponding

to the number in the Operation and Maintenance Manuals. Special tools are

those not normally available in an industrial hardware or mill supply house.

C. The Contractor shall provide the CM a consolidated list of all spare parts,

special tools and lubricants furnished.






01600-8

D. The Contractor shall deliver spare parts, special tools and lubricants to the site

for inventory by the CM, and shall place them in storage areas designated by

the CM and Owner. The manufacturer shall prepare all items for storage

including necessary packaging and shall clearly label the unit for which the

items are intended, using the equipment nomenclature employed in the

Contract. The manufacturer shall provide any special instructions in writing

necessary for the proper care of spare parts in storage.

E. Should the spare parts, special tools and lubricants be stored at the site in a

temporary location, the Contractor shall provide the necessary labor and

equipment to remove and relocate the items into permanent structures at the

site when directed by the CM.

1.13 TESTS AND INSPECTIONS

A. Notice of Defects: Prompt notice of all defective Work of which OWNER or

CM have actual knowledge will be given to CONTRACTOR. Defective Work

may be rejected, corrected or accepted.

B. Rejecting Defective Work: CM will have authority to disapprove or reject

Work which CM believes to be defective, or that CM believes will not

produce a completed Project that conforms to the Contract Documents or that

will prejudice the integrity of the design concept of the completed Project as a

functioning whole as indicated by the Contract Documents. CM will also have

authority to require special inspection or testing of the Work, whether or not

the Work is fabricated, installed or completed.

C. Access to Work: OWNER, CM, other representatives and personnel of

OWNER, independent testing laboratories and governmental agencies with

jurisdictional interests will have access to the Work at reasonable times for their

observation, inspecting and testing. CONTRACTOR shall provide them proper

and safe conditions for such access and advise them of CONTRACTOR’s site

safety procedures and programs so that they may comply therewith as

applicable.

D. Tests and Inspections:

1. CONTRACTOR is responsible for the initial and subsequent inspections

of CONTRACTOR’s Work to ensure that the Work conforms with the

Contract Documents. CONTRACTOR shall give CM timely notice of

readiness of the Work for all non-CONTRACTOR required inspections,

tests or approvals, and shall cooperate with inspection and testing

personnel to facilitate required inspections or tests.






01600-9

2. OWNER shall employ and pay for the services of an independent testing

laboratory to perform all non-CONTRACTOR inspections, tests, or

approvals required by the Contract Documents except for inspections,

tests or approvals covered by paragraph 3 below.

3. If Laws or Regulations of any public body having jurisdiction require

any Work (or part thereof) specifically to be inspected, tested or

approved by an employee or other representative of such public body,

CONTRACTOR shall assume full responsibility for arranging and

obtaining such inspections, tests or approvals, pay all costs in connection

therewith, and furnish CM the required certificates of inspection, or

approval. CONTRACTOR shall also be responsible for arranging and

obtaining and shall pay all costs in connection with any inspections, tests

or approvals required for OWNER’s and CM’s acceptance of materials

or equipment to be incorporated in the Work, or of materials, mix

designs, or equipment submitted for approval prior to CONTRACTOR’s

purchase thereof for incorporation in the Work.

4. If any Work (or the work of others) that is to be inspected, tested or

approved is covered by CONTRACTOR without written concurrence of

CM, it must, if requested by CM, be uncovered for observation.

5. Uncovering Work shall be at CONTRACTOR’s expense unless

CONTRACTOR has given CM timely notice of CONTRACTOR’s

intention to cover the same and CM has not acted with reasonable

promptness in response to such notice.

E. Uncovering Work:

1. If any Work is covered contrary to the written request of CM, it must, if

requested by CM, be uncovered for CM’s observation and replaced at

CONTRACTOR’s expense.

2. If CM considers it necessary or advisable that covered Work be observed

by CM or inspected or tested by others, CONTRACTOR, at CM’s

request, shall uncover, expose or otherwise make available for

observation, inspection or testing as CM may require, that portion of the

Work in question, furnishing all necessary labor, material and

equipment. If it is found that such Work is defective, CONTRACTOR

shall pay all claims, costs, losses and damages caused by, arising out of

or resulting from such uncovering, exposure, observation, inspection and

testing and of satisfactory replacement or reconstruction, (including but

not limited to all costs of repair or replacement of work of others); and

OWNER may be entitled to an appropriate decrease in the Contract






01600-10

Price, and, if the parties are unable to agree as to the amount thereof,

may make a claim therefor. If, however, such Work is not found to be

defective, CONTRACTOR shall be allowed an increase in the Contract

Price or an extension of the Contract Times (or Milestones), or both,

directly attributable to such uncovering, exposure, observation,

inspection, testing, replacement and reconstruction; and, if the parties are

unable to agree as to the amount or extent thereof, CONTRACTOR may

make a claim therefor.

F. OWNER May Stop the Work: If the Work is defective, or CONTRACTOR fails

to supply sufficient skilled workers or suitable materials or equipment, or fails to

furnish or perform the Work in such a way that the completed Work will

conform to the Contract Documents, OWNER may order CONTRACTOR to

stop the Work, or any portion thereof, until the cause for such order has been

eliminated; however, this right of OWNER to stop the Work shall not give rise

to any duty on the part of OWNER to exercise this right for the benefit of

CONTRACTOR or any surety or other party.

G. Correction or Removal of Defective Work: If required by CM, CONTRACTOR

shall promptly, as directed, either correct all defective Work, whether or not

fabricated, installed or completed, or, if the Work has been rejected by CM,

remove it from the site and replace it with Work that is not defective.

CONTRACTOR shall pay all claims, costs, losses and damages caused by or

resulting from such correction or removal (including but not limited to all costs

of repair or replacement of work of others).

PART 2 - PRODUCTS

2.01 GENERAL

A. Provide manufacturer’s standard materials suitable for service conditions

unless otherwise specified in the individual Specifications.

B. Where product specifications include a named manufacturer, with or without

model number, and also include performance requirements, named

manufacturer’s products must meet the performance specifications.

C. Like items of products furnished and installed in the Work shall be end

products of one manufacturer and of the same series or family of models to

achieve standardization for appearance, operation and maintenance, spare

parts and replacement, and manufacturer’s services and implement same or

similar process instrumentation and control functions in same or similar

manner.






01600-11

D. Do not use materials and equipment removed from existing premises, except

as specifically permitted by the Contract Documents.

E. Provide interchangeable components of the same manufacturer, for similar

components, unless otherwise specified.

F. Equipment, Components, Systems, and Subsystems: Design and manufacture

with due regard for health and safety of operation, maintenance, and

accessibility, durability of parts, and shall comply with applicable OSHA,

state, and local health and safety regulations.

G. Regulatory Requirement: Coating materials shall meet federal, state, and local

requirements limiting the emission of volatile organic compounds and for

worker exposure.

H. Safety Guards: Provide for all belt or chain drives, fan blades, couplings, or

other moving or rotary parts. Cover rotating part on all sides. Design for easy

installation and removal. Use 16-gauge or heavier; galvanized steel, aluminum

coated steel, or galvanized or aluminum coated 1/2-inch mesh expanded steel.

Provide galvanized steel accessories and supports, including bolts. For

outdoors application, prevent entrance of rain and dripping water.

I. Provide materials and equipment listed by UL wherever standards have been

established by that agency.

J. Equipment Finish:

1. Provide manufacturer’s standard finish and color, except where

specific finish and color is indicated.

2. If manufacturer has no standard color, provide equipment with ANSI

No. 61, light gray color.

K. Special Tools and Accessories: Furnish to OWNER, upon acceptance of

equipment, all accessories required to place each item of equipment in full

operation. These accessory items include, but are not limited to, adequate oil

and grease (as required for first lubrication of equipment after field testing),

light bulbs, fuses, hydrant wrenches, valve keys, handwheels, chain operators,

special tools, and other spare parts as required for maintenance.

L. Lubricant: Provide initial lubricant recommended by equipment manufacturer

in sufficient quantity to fill lubricant reservoirs and to replace consumption

during testing, startup, and operation until final acceptance by OWNER.

2.02 FABRICATION AND MANUFACTURE






01600-12

A. General:

1. Manufacture parts to U.S.A. standard sizes and gauges.

2. Two or more items of the same type shall be identical, by the same

manufacturer, and interchangeable.

3. Design structural members for anticipated shock and vibratory loads.

4. Use 1/4-inch minimum thickness for steel that will be submerged,

wholly or partially, during normal operation.

5. Modify standard products as necessary to meet performance

Specifications.

B. Lubrication System:

1. Require no more than weekly attention during continuous operation.

2. Convenient and accessible. Oil drains with bronze or stainless steel

valves and fill plugs easily accessible from the normal operating area

or platform. Locate drains to allow convenient collection of oil during

oil changes without removing equipment from its installed position.

3. Provide constant-level oilers or oil level indicators for oil lubrication

systems.

4. For grease type bearings, which are not easily accessible, provide and

install stainless steel tubing; protect and extend tubing to convenient

location with suitable grease fitting.

2.03 SOURCE QUALITY CONTROL

A. Where Specifications call for factory testing to be witnessed by CM, notify

CM not less than 14 days prior to scheduled test date, unless otherwise

specified.

B. Calibration Instruments: Bear the seal of a reputable laboratory certifying that

instrument has been calibrated within the previous 12 months to a standard

endorsed by the National Institute of Standards and Technology (NIST).

C. Factory Tests: Perform in accordance with accepted test procedures and

document successful completion.






01600-13

PART 3 - EXECUTION

3.01 INSPECTION

A. Inspect materials and equipment for signs of pitting, rust decay, or other

deleterious effects of storage. Do not install material or equipment showing

such effects. Remove damaged material or equipment from the site and

expedite delivery of identical new material or equipment. Delays to the Work

resulting from material or equipment damage that necessitates procurement of

new products will be considered delays within CONTRACTOR’s control.

3.02 INSTALLATION

A. Equipment Drawings show general locations of equipment, devices, and

raceway, unless specifically dimensioned.

B. No shimming between machined surfaces is allowed.

C. Install Work in accordance with NECA Standard of Installation, unless

otherwise specified.

D. Repaint painted surfaces that are damaged prior to equipment acceptance.

E. Handle, install, connect, clean, condition, and adjust products in accordance

with manufacturer’s instructions and as may be specified. Retain a copy of

manufacturers’ instruction at site, available for review at all times.

F. For material and equipment specifically indicated or specified to be reused in

the Work:

1. Use special care in removal, handling, storage, and reinstallation to

assure proper function in the completed Work.

2. Arrange for transportation, storage, and handling of products that

require offsite storage, restoration, or renovation. Include costs for

such Work in the Contract Price.

3.03 ADJUSTMENT AND CLEANING

A. Perform required adjustments, tests, operation checks, and other startup

activities for all material provided on this project.

3.04 LUBRICANTS






01600-14

A. Fill lubricant reservoirs and replace consumption during testing, startup, and

operation prior to acceptance of equipment by OWNER.

END OF SECTION

Proposed Bridge Repairs Contract Closeout





01700-1

SECTION 01700

CONTRACT CLOSEOUT

1

2 PART 1 - GENERAL

1.01 SUBMITTALS

A. Quality Control Submittals: Written procedures for maintaining and markup of record

documents.

B. Contract Closeout Submittals: Submit prior to application for final payment.

1. Record Documents: As required in the General Conditions.

2. Approved Shop Drawings and Samples: As required in the General Conditions.

3. Special Bonds, Special Warranties, and Service Agreements.

4. Consent of Surety to Final Payment.

5. Releases or Waivers of Liens and Claims: As required in the General Conditions.

6. Releases from Agreements.

7. Final Application for Payment: Submit in accordance with procedures and

requirements stated General Conditions.

8. Spare Parts and Special Tools: As required by individual specification sections.

1.02 RECORD DOCUMENTS

A. Quality Assurance:

1. Furnish qualified and experienced person, whose duty and responsibility shall be to

maintain record documents.

2. Accuracy of Records:

a. Coordinate changes within record documents, making legible and accurate

entries on each page of Specifications and each sheet of Drawings and other

documents where such entry is required to show change.

b. Purpose of Project record documents is to document factual information

regarding aspects of Work, both concealed and visible, to enable future

modification of Work to proceed without lengthy and expensive site

measurement, investigation, and examination.

3. Make entries within 24 hours after receipt of information that a change in work has

occurred.






01700-2

4. Prior to submitting each request for progress payment, the CONTRACTOR shall

request the CM’S review and approval of the current status of project record

documents. Failure to properly maintain, update, and submit record documents may

result in a recommendation by the CM that the whole, or any part thereof, of the

CONTRACTOR’s Application for Payment, be denied.

1.03 AS-BUILT DRAWINGS

A. The CONTRACTOR shall keep one copy of all specifications, contract drawings, addenda,

change orders and shop drawings in his field office at the site in good order. The contract

drawings shall be annotated to show all changes made good during the construction process.

The annotated contract drawings shall be available to the CM and shall be delivered to him

upon completion of the project. Neither the final payment nor any part of the retained

percentage will be processed until such time that as-built drawings satisfactory to the CM are

delivered to him as specified in Paragraph 7.2, 7.2.3 PAYMENTS TO CONTRACTOR of

the GENERAL CONDITIONS.

1.04 WARRANTIES AND BONDS

A. Description:

1. Compile specified warranties and bonds, as in the Standard General Conditions of the

Construction Contract.

2. Co-execute submittals when so specified.

3. Review submittals to verify compliance with Contract Documents.

4. Submit to the CM for review and transmittal to OWNER.

B. Submittal Requirements

1. Assemble warranties, bonds and service and maintenance contracts, executed by each

of the respective manufacturers, suppliers, and subcontractors.

2. Number of original signed copies required: Two each.

3. Table of Contents: Neatly typed, in orderly sequence. Provide complete information

for each item.

a. Product of work item.

b. Firm, with name of principal, address and telephone number.

c. Scope.

d. Date of beginning of warranty, bond or service and maintenance contract.






01700-3

e. Duration of warranty, bond or service maintenance contract.

f. Provide information for OWNER’S personnel:

1) Proper procedure in case of failure.

2) Instances which might affect the validity of warranty or bond.

g. CONTRACTOR and Subcontractors name, street address and telephone

number of responsible principal.

C. Form of Submittals

1. Prepare in duplicate packets.

2. Format:

a. Size 8-1/2 inches x 11 inches, punch sheets for standard three post binder.

Fold larger sheets to fit into binders.

b. Cover: Identify each packet with typed or printed title "WARRANTIES AND

BONDS". List:

1) Title of Project

2) Name of CONTRACTOR

c. Binders: Commercial quality, three post binder, with durable and cleanable

plastic covers and maximum post width of two inches.

D. Warranty Submittals Requirements

1. For all major pieces of equipment, (included but not limited to pumps, valves, motors,

sluice gates, electronic controls, motor starters, etc.) the CONTRACTOR shall submit

a warranty from the equipment manufacturer. The manufacturer's warranty period

shall be concurrent with the CONTRACTOR’S for two (2) years, unless otherwise

specified, commencing at the time of Substantial Completion for the entire project.

2. The CONTRACTOR shall be responsible for obtaining certificates for equipment

warranty for all major equipment specified under all Divisions and which have at least

a 1 hp motor or which lists for more than $1,000. The CM reserves the right to

request warranties for equipment not classified as major. The CONTRACTOR shall

still warrant equipment not considered to be "major" in the CONTRACTOR’S one

year warranty period even though certificates of warranty may not be required.

3. In the event that the equipment manufacturer or supplier is unwilling to provide a two

year warranty commencing at the time of Substantial Completion, the

CONTRACTOR shall obtain from the manufacturer, a three (3) year warranty






01700-4

commencing at the time of equipment delivery to the job site. This three year

warranty from the manufacturer shall not relieve the CONTRACTOR of the two year

warranty starting at the time of Substantial Completion for the entire project.

1.05 RELEASES FROM AGREEMENTS

A. Furnish OWNER written releases from property owners or public agencies where side

agreements or special easements have been made, or where CONTRACTOR’s operations

have not been kept within the OWNER’s construction right-of-way.

B. In the event CONTRACTOR is unable to secure written releases, inform the OWNER of the

reasons:

1. OWNER or its representatives will examine the site, and OWNER will direct

CONTRACTOR to complete Work that may be necessary to satisfy terms of the

easement.

2. Should CONTRACTOR refuse to perform this Work, OWNER reserves the right to

have it done by separate contract and deduct the cost of same from the Contract Price,

or require the CONTRACTOR to furnish a satisfactory Bond in a sum to cover legal

claims for damages.

3. When OWNER is satisfied that Work has been completed in agreement with the

Contract Documents and terms of easements, the right is reserved to waive the

requirement for written release if: (i) CONTRACTOR’s failure to obtain such

statement is due to the grantor’s refusal to sign, and this refusal is not based upon any

legitimate claims that CONTRACTOR has failed to fulfill the terms of the easement,

or (ii) CONTRACTOR is unable to contact or has had undue hardship in contacting

the grantor.

3 PART 2 - PRODUCTS (NOT USED)

4 PART 3 – EXECUTION

3.01 MAINTENANCE OF RECORD DOCUMENTS

A. General:

1. Promptly following commencement of Contract Times, secure from CM at no cost to

CONTRACTOR, one complete set of Contract Documents. Drawings will be full

size.






01700-5

2. Delete CM title block and seal from all documents.

3. Label or stamp each record document with title, “RECORD DOCUMENTS,” in neat

large printed letters.

4. Record information concurrently with construction progress and within 24 hours after

receipt of information that change has occurred. Do not cover or conceal Work until

required information is recorded.

B. Preservation:

1. Maintain documents in a clean, dry, legible condition and in good order. Do not use

record documents for construction purposes.

2. Make documents and Samples available at all times for observation by CM.

C. Making Entries on Drawings:

1. Using an erasable colored pencil (not ink or indelible pencil), clearly describe change

by graphic line and note as required.

a. Color Coding:

1) Green when showing information deleted from Drawings.

2) Red when showing information added to Drawings.

3) Blue and circled in blue to show notes.

2. Date entries.

3. Call attention to entry by “cloud” drawn around area or areas affected.

4. Legibly mark to record actual changes made during construction.

5. Dimensions on Schematic Layouts: Show on record drawings, by dimension, the

centerline of each run of items such as are described in previous subparagraph above.

a. Clearly identify the item by accurate note such as “cast iron drain,” “galv.

water,” and the like.

b. Show, by symbol or note, vertical location of item (“under slab,” “in ceiling

plenum,” “exposed,” and the like).

c. Make identification so descriptive that it may be related reliably to

Specifications.






01700-6

6. Specifications: Legibly mark and record for each product the description of actual

product installed if differs from that specified, including:

a. Manufacturer, trade name, and catalog model number of each product and

item of equipment actually installed.

3.02 COMPLETION

A. Substantial Competition

1. When CONTRACTOR considers the entire Work ready for its intended use

CONTRACTOR shall notify OWNER and CM in writing that the entire Work is

substantially complete (except for items specifically listed by CONTRACTOR as

incomplete) and request that CM issue a certificate of Substantial Completion. Within

a reasonable time thereafter, OWNER, CONTRACTOR and CM shall make an

inspection of the Work to determine the status of completion.

2. If CM does not consider the Work substantially complete, CM will notify

CONTRACTOR in writing giving the reasons therefore.

3. If CM considers the Work substantially complete, CM will prepare and deliver to

OWNER a tentative certificate of Substantial Completion that shall fix the date of

Substantial Completion. There shall be attached to the certificate a tentative list of items

to be completed or corrected before final payment. OWNER shall have seven days after

receipt of the tentative certificate during which to make written objection to CM as to

any provisions of the certificate or attached list.

4. If, after considering such objections, CM concludes that the Work is not substantially

complete, CM will within fourteen days after submission of the tentative certificate to

OWNER notify CONTRACTOR in writing, stating the reasons therefore.

5. If, after consideration of OWNER’s objections, CM considers the Work substantially

complete, CM will within said fourteen days execute and deliver to OWNER and

CONTRACTOR a definitive certificate of Substantial Completion (with a revised

tentative list of items to be completed or corrected) reflecting such changes from the

tentative certificate as CM believes justified after consideration of any objections from

OWNER

6. At the time of delivery of the tentative certificate of Substantial Completion CM will

deliver to OWNER and CONTRACTOR a written recommendation as to division of

responsibilities pending final payment between OWNER and CONTRACTOR with

respect to security, operation, safety, maintenance, heat, utilities, insurance and

warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in

writing and so inform CM in writing prior to CM’s issuing the definitive certificate of






01700-7

Substantial Completion, CM’s aforesaid recommendation will be binding on OWNER

and CONTRACTOR until final payment.

7. OWNER shall have the right to exclude CONTRACTOR from the Work after the date

of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access

to complete or correct items on the tentative list.

B. Partial Competition

1. When CONTRACTOR considers the Work within a given basin ready for its intended

use CONTRACTOR shall notify OWNER and CM in writing that the substation is

partial complete (except for items specifically listed by CONTRACTOR as

incomplete) and request that CM issue a certificate of Substantial Completion. Within

a reasonable time thereafter, OWNER, CONTRACTOR and CM shall make an

inspection of the Work to determine the status of completion.

2. If CM does not consider the Work partially complete, CM will notify CONTRACTOR

in writing giving the reasons therefore.

3. If CM considers the Work partially complete, CM will prepare and deliver to OWNER

a tentative certificate of Partial Completion that shall fix the date of Partial Completion.

There shall be attached to the certificate a tentative list of items to be completed or

corrected before final payment. OWNER shall have seven days after receipt of the

tentative certificate during which to make written objection to CM as to any provisions

of the certificate or attached list.

4. If, after considering such objections, CM concludes that the Work is not partially

complete, CM will within fourteen days after submission of the tentative certificate to

OWNER notify CONTRACTOR in writing, stating the reasons therefore.

5. If, after consideration of OWNER’s objections, CM considers the Work partially

complete, CM will within said fourteen days execute and deliver to OWNER and

CONTRACTOR a definitive certificate of Substantial Completion (with a revised

tentative list of items to be completed or corrected) reflecting such changes from the

tentative certificate as CM believes justified after consideration of any objections from

OWNER

6. At the time of delivery of the tentative certificate of Partial Completion CM will deliver

to OWNER and CONTRACTOR a written recommendation as to division of

responsibilities pending final payment between OWNER and CONTRACTOR with

respect to security, operation, safety, maintenance, heat, utilities, insurance and

warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in

writing and so inform CM in writing prior to CM’s issuing the definitive certificate of






01700-8

Substantial Completion, CM’s aforesaid recommendation will be binding on OWNER

and CONTRACTOR until final payment.

7. OWNER shall have the right to exclude CONTRACTOR from the Work after the date

of Partial Completion, but OWNER shall allow CONTRACTOR reasonable access to

complete or correct items on the tentative list.

C. Partial Utilization:

1. Use by OWNER at OWNER’s option of any completed part of the Work, which: (i) has

specifically been identified in the Contract Documents, or (ii) OWNER, and CM agree

constitutes a separately functioning and usable part of the Work that can be used by

OWNER for its intended purpose without significant interference with

CONTRACTOR’s performance of the remainder of the Work, may be accomplished

prior to Substantial Completion of all the Work subject to the following:

a. OWNER at any time may request CONTRACTOR in writing to permit

OWNER to use any such part of the Work which OWNER believes to be ready

for its intended use. The owner shall operate the equipment but the

CONTRACTOR shall supply and provide all maintenance, maintenance

materials and equipment services until substantial completion.

b. No occupancy or separate operation of part of the Work will be accomplished

prior to compliance with the requirements of Section 01106 - Construction

Scheduling, Coordination and Sequencing, in respect of property insurance.

D. Final Inspection: Upon written notice from CONTRACTOR that the entire Work or an agreed

portion thereof is complete, CM will make a final inspection with OWNER and

CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this

inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately

take such measures as are necessary to complete such work or remedy such deficiencies.

E. Final Application for Payment: After CONTRACTOR has completed all corrections

following final inspection to the satisfaction of CM and delivered in accordance with the

Contract Documents all maintenance and operating instructions, schedules, guarantees,

Bonds, certificates or other evidence of insurance, certificates of inspection, marked-up

record documents, and other documents, CONTRACTOR may make application for final

payment following the procedure for progress payments. The final Application for Payment

shall be accompanied (except as previously delivered) by: (i) all documentation called for in

the Contract Documents, (ii) consent of the surety, if any, to final payment, and (iii) complete

and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of

or filed in connection with the Work. In lieu of such releases or waivers of Liens and as

approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit

of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and

equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills,






01700-9

and other indebtedness connected with the Work for which OWNER or OWNER’s property

might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor

or Supplier fails to furnish such a release or receipt in full, CONTRACTOR may furnish a

Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien.

F. Final Payment and Acceptance: If, on the basis of CM’s observation of the Work during

construction and final inspection, and CM’s review of the final Application for Payment and

accompanying documentation as required by the Contract Documents, CM is satisfied that the

Work has been completed and CONTRACTOR’s other obligations under the Contract

Documents have been fulfilled, CM will indicate in writing CM’s recommendation of payment

and present the Application to OWNER for payment. At the same time CM will also give

written notice to OWNER and CONTRACTOR that the Work is acceptable. Otherwise, CM

will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to

recommend final payment, in which case CONTRACTOR shall make the necessary corrections

and resubmit the Application. Thirty days after presentation to OWNER of the Application and

accompanying documentation, in appropriate form and substance and with CM’s

recommendation and notice of acceptability, the amount recommended by CM will become due

and will be paid by OWNER to CONTRACTOR.

3.03 FINAL CLEANING

A. At completion of Work or of a part thereof and immediately prior to CONTRACTOR’s

request for certificate of Substantial Completion; or if no certificate is issued, immediately

prior to CONTRACTOR’s notice of completion, clean entire site or parts thereof, as

applicable.

1. Leave the Work and adjacent areas affected in a cleaned condition satisfactory to

OWNER and CM.

END OF SECTION

5






01700-10


Proposed Bridge Repairs Cleaning Up





01710 - 1

SECTION 01710

CLEANING UP

PART 1 - GENERAL

1.01 GENERAL

A. During the construction duration, the Work and the adjacent areas affected thereby shall be kept

cleaned up and all rubbish, surplus materials, and unneeded construction equipment shall be

removed and all damage repaired so that the public and property owners will be inconvenienced

as little as possible.

B. Where material or debris has washed or flowed into or been placed in existing watercourses,

ditches, gutters, drains, pipes, structures, work done under this contract, or elsewhere during the

course of the CONTRACTOR’S operations, such material or debris shall be entirely removed

and satisfactorily disposed of during the progress of the Work. Ditches, channels, drains, pipes,

structures and work, etc., shall, upon completion of the Work, be left in a clean and neat

condition,

C. On or before the completion of the Work, the CONTRACTOR shall, unless otherwise directed

and permitted in writing, tear down and remove all temporary buildings and structures built by

him; shall remove all temporary works, tools and machinery or other construction equipment

furnished by him; shall remove, acceptably disinfect, and cover all organic matter and material

containing organic matter in, under and around privies, houses and other buildings used by him;

shall remove all rubbish from any grounds which he has occupied; and shall leave the roads and

all parts of the premises and adjacent property affected by his operations in a neat and

satisfactory condition.

D. The CONTRACTOR shall thoroughly clean all materials and equipment installed by him and his

subcontractors, and on completion of the Work shall deliver it undamaged and in fresh and new-

appearing condition.

E. The CONTRACTOR shall restore or replace, when and as directed, any public or private

property damaged by his work, equipment or employees to a condition at least equal to that

existing immediately prior to the beginning of operations. To this end, the CONTRACTOR shall

do all required street, alley, walk, and landscaping work. Suitable materials, equipment and

methods shall be used for such restoration. The restoration of exiting property or structures shall

be done as promptly as practicable as work progresses and shall not be left until the end of the

Contract Period.

Proposed Bridge Repairs Cleaning Up





01710 - 2



END OF SECTION

Proposed Bridge Repairs Project Record Documents





01720-1

SECTION 01720

PROJECT RECORD DOCUMENTS

PART 1 – GENERAL

1.01 SUMMARY

A. CONTRACTOR shall maintain at the site one record copy of:

1. Drawings.

2. Project Manual.

3. Addenda.

4. Change orders and other modifications to Contract.

5. Field orders, written instructions, or clarifications.

6. Approved submittals.

7. Field test records.

8. Construction photographs.

9. Associated permits.

10. Certificates of inspection and approvals.

11. Building Permits

1.02 SUBMITTALS

A. With Pay Requests

1. With each Pay Request provide a copy of the current “Red Line” record drawing

set.

B. At Substantial Completion:

1. Deliver one marked up set of record documents to OWNER. The record

documents shall consist of: “Red Line” record drawings; “Red Line”

specifications; and an ASCII file containing a complete record of the horizontal

and vertical locations and top of water main pipe and finished ground surface

elevations.

C. Accompany submittals with transmittal letter containing following.

1. Date.

2. Project title and number.

3. CONTRACTOR’S name and address.

4. Title of record document.

5. Signature of CONTRACTOR or authorized representative.






01720-2

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.01 MAINTENANCE OF DOCUMENTS and SAMPLES

A. Store documents and samples on-site apart from documents used for construction.

1. Provide files and racks for storage of documents.

2. Provide secure storage space for storage of samples.

B. Maintain documents in clean, dry, legible condition and in good order. Do not use record

documents for construction purposes.

C. Make documents and samples available for inspection by ENGINEER, CM or OWNER.

D. Failure to properly maintain record documents may be reason to delay a portion of

progress payments until records comply with Contract Documents.

3.02 RECORD DOCUMENTS

A. Label each document “PROJECT RECORD” in neat, large printed letters.

B. Maintain a record set of “Red Line” Record Drawings and Specifications legibly

annotated to show all changes made during construction.

1. Graphically depict changes by modifying or adding to plans, details, sections,

elevations, or schedules.

2. Make changes on each sheet affected by changes.

C. Record information concurrently with construction progress.

1. Do not conceal Work until required information is recorded.

2. Record changes made by Written Amendment, Field Order, Change Order or

Work Directive Change.

D. Information to be recorded on Record Drawings:

1. Record field changes.

2. Provide details not on original Drawings.

3. Record location and identification of exposed interior piping, including those

shown schematically on Drawings.

4. Record size of equipment and location including connections.






01720-3

5. Record the coordinates of all fittings, valves and fire hydrants installed.

Coordinates shall be tied to the Virginia State Grid System.

6. Record the coordinates of all crossings of installed water mains and existing

utilities. Coordinates shall be tied to the Virginia State Grid System.

E. Specifications:

1. Mark Specification sections: to show substantial variations in actual Work

performed in comparison with test of Specifications and modifications. Give

particular attention to substitutions, selection of options and similar information

on elements that are concealed or cannot otherwise be readily discerned later by

direct observation.

2. Note related record drawing information and Product Data.

F. Indication of Changes:

1. All changes shall be annotated in the color red.

2. Annotations to delete or remove items shall be identified in the color blue.

3. Comments to the work or instructions to the work and not to be translated to the

final shall be annotated in the color green.

END OF SECTION






01720-4


Proposed Bridge Repairs Selective Demolition





01732 - 1

SECTION 01732

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.01 DESCRIPTION

A. This Section includes requirements for demolition and removal of designated por-

tions of the building and structures, equipment and utilities to the limits as indi-

cated on the drawings.

1.02 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them

off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them

to OWNER.

C. Remove and Reinstall: Detach items from existing construction, prepare them for

reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and

that are not otherwise indicated to be removed, removed and salvaged, or

removed and reinstalled.

1.03 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate detailed sequence of

selective demolition and removal work, with starting and ending dates for each

activity, interruption of utility services, and locations of temporary support.

B. Pre-demolition Photographs: Show existing conditions of adjoining construction

and of the site, including finish surfaces that might be misconstrued as damage

caused by selective demolition operations.

C. Landfill Records: The Contractor shall submit a receipt and acceptance of

hazardous wastes (if any) by a landfill facility licensed to accept hazardous

wastes.

1.04 QUALITY ASSURANCE






01732 - 2

A. Demolition Firm Qualifications: An experienced firm that has specialized in

demolition work similar in material and extent to that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations

before beginning selective demolition. Comply with hauling and disposal

regulations of authorities having jurisdiction.

C. Standards: Comply with ANSI A10.6 and NFPA 241.

D. Pre-demolition Conference: Conduct conference at Project site.

E. Before demolition begins, disconnect all mechanical and electrical services

affected by the Work. Interconnecting piping and electrical services that are to

remain in service either permanently or temporarily shall be capped, rerouted or

reconnected in a manner that will not interfere with the operation of the existing

facilities to remain and the demolition work.

1.05 PROJECT CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained

by OWNER as far as practical.

B. Notify CM of discrepancies between existing conditions and Drawings before

proceeding with selective demolition.

C. Hazardous Materials: Hazardous materials may be encountered in the removal of

the existing substation. Contractor is responsible for removing and disposing of

existing substation and associated equipment. Contractor shall use caution and

exercise all applicable safety measures. Contractor is responsible for proper

disposal of hazardous materials.

D. Storage or sale of removed items or materials on-site is not permitted.

E. Utility Service: Maintain existing utilities indicated to remain in service and

protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition

operations.

1.06 PROTECTION

A. Provide scaffolding, protective coverings, temporary walks, shoring and bracing

during demolition to protect personnel, structures and equipment.

B. Provide adequate lighting at all times during demolition operations.






01732 - 3

C. Provide and maintain barriers of cloth, plastic or wood to prevent debris and dust

associated with the demolition work from leaving the demolition area.

D. Provide warning signs as required, for personnel and the public.

1.07 EXTERIOR DUST CONTROL

A. To prevent unnecessary spread of dust during performance of exterior demolition

work thoroughly moisten surfaces and debris as required to prevent dust being a

nuisance to the public, neighbors and concurrent performance of other work on

the site. Water for use in dust control shall be obtained from Contractor’s own

source.

PART 2 - MATERIALS (NOT USED)

PART 3 - EXECUTION

3.01 EXAMINATION

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine

extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict

with intended function or design are encountered, investigate and measure the

nature and extent of conflict. Promptly submit a written report to CM.

D. Survey of Existing Conditions: Before demolition begins, the Contractor shall

inspect existing structures, equipment and paving that will remain in-place within

and adjacent to the demolition area for existing defects and damage. Record and

notify to the CM by use of preconstruction photographs of defects and damage

found during this inspection.

E. Perform surveys as the Work progresses to detect hazards resulting from selective

demolition activities.

3.02 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems: Maintain services/systems indicated to remain and

protect them against damage during selective demolition operations.






01732 - 4

B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off

indicated utility services and mechanical/electrical systems serving areas to be

selectively demolished.

1. Arrange to shut off indicated utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned,

before proceeding with selective demolition provide temporary

services/systems that bypass area of selective demolition and that maintain

continuity of services/systems to other parts of building.

3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or

plug and seal remaining portion of pipe or conduit after bypassing.

3.03 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-

removal operations to ensure minimum interference with roads, streets, walks,

walkways, and other adjacent occupied and used facilities.

B. Temporary Facilities: Provide temporary barricades and other protection required

to prevent injury to people and damage to adjacent buildings and facilities to

remain.

3.04 TEMPORARY SUPPORT/JACKING

A. The Contractor shall submit plans and design computations to the ENGINEER for

review prior to the installation of any system. Plans and design computations

shall bear the seal of a Professional Engineer licensed in the Commonwealth of

Virginia.

3.05 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required

by new construction and as indicated. Use methods required to complete the

Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions

required. Use cutting methods least likely to damage construction to

remain or adjoining construction. Use hand tools or small power tools

designed for sawing or grinding, not hammering and chopping, to

minimize disturbance of adjacent surfaces. Temporarily cover openings to

remain.






01732 - 5

2. Cut or drill from the exposed or finished side into concealed surfaces to

avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable

materials. At concealed spaces, such as duct and pipe interiors, verify

condition and contents of hidden space before starting flame-cutting

operations. Maintain fire watch and portable fire-suppression devices

during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so

as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly and properly.

B. Do not demolish building elements beyond what is indicated on Drawings without

CM's approval.

C. Removed and Salvaged Items: Clean salvaged items.

1. None

D. Removed and Reinstalled Items:

1. As indicated on Drawings.

E. Existing Items to Remain: Protect construction indicated to remain against

damage, soiling and dust during selective demolition. When permitted by CM,

items may be removed to a suitable, protected storage location during selective

demolition and cleaned and reinstalled in their original locations after selective

demolition operations are complete.

F. Leave the work area at the end of each day broom clean. Remove waste, litter

and debris from the work site and place in dumpster type containers.

G. As required for partially dismantled structures, provide protection from inclement

weather for materials, equipment and personnel.

3.06 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged,

reinstalled, or otherwise indicated to remain OWNER's property, remove

demolished materials from Project site and legally dispose of them in an EPA-

approved landfill.

B. Burning: Do not burn demolished materials.






01732 - 6

C. Disposal: Transport demolished materials off OWNER's property and legally

dispose of them.

3.07 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by

selective demolition operations. Return adjacent areas to condition existing

before selective demolition operations began.

3.08 FIELD QUALITY CONTROL

A. CM will visually inspect demolition and adjacent areas for completeness of demo-

lition, damage that may have resulted from the demolition operation and for com-

pleteness of clean-up.

B. New construction shall not begin until the inspection by the CM is completed and

accepted.

END OF SECTION

Proposed Bridge Repairs Warranties and Bonds





01740 - 1

SECTION 01740

WARRANTIES AND BONDS

PART I - GENERAL

1.01 SCOPE OF WORK

A. The work included in this section includes compiling specified warranties and bonds,

reviewing submittals to verify compliance with the Contract Documents, submitting

warranties and bonds to the CM for review and transferring said warranties and bonds to the

OWNER as required in the General Conditions and as specified herein.

1.02 SUBMITTAL REQUIREMENTS

A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the

respective manufacturers, suppliers and subcontractors in an appropriate sized three ring

binders.

B. Provide two (2) signed original copies of each document.

C. Provide a Table of Contents, neatly typed and in proper sequence listing contents of binder.

Provide complete information for each document including:

1. Product or work Item covered.

2. Name of Firm that supplied or manufactured product, with name of principal, address

and telephone number.

3. Scope.

4. Date of beginning of warranty, bond or service and maintenance contract.

5. Duration of warranty, bond or service and maintenance contract.

6. Ending date of warranty, bond or service and maintenance contract.

7. Provide information for OWNER’s personnel:

a. Proper procedure in case of failure.

b. Instances which might affect validity of warranty or bond.

8. CONTRACTOR and Subcontractors name, street address and telephone number of

responsible principal.

Water Treatment Plant Warranties and Bonds

Replacement of Substation 1



N:\46499-014\CADD\Plot\Submissions\Final September 2016\01740.doc May 2016

01740 -2

1.03 FORM OF SUBMITTALS

A. Prepare in duplicate packets.

B. Format:

1. Size 8 ½ inches x 11 inches, punched for standard three ring binder.

2. Fold larger size sheets to proper size and provide clear plastic sleeves for insertion

into binder

3. Cover: Identify each binder with a typed or printed title “WARRANTIES AND

BONDS”. Include on cover the title of the project, name of OWNER and name of

CONTRACTOR.

C. Binders shall be commercial grade, three ring binders with durable and cleanable plastic

covers. The maximum binder width shall be 2 inches.

1.04 WARRANTY SUBMITAL REQUIREMENTS

A. For all major pieces of equipment, submit a warranty from the equipment manufacturer. The

manufacturer’s warranty period shall be concurrent with the CONTRACTOR’s for one (1)

year, unless otherwise specified, commencing at the time of Final Completion.

B. CONTRACTOR shall be responsible for obtaining certificates for equipment warranties for

all equipment specified under any division that lists for more than $1000. The CM reserves

the right to request warranties for equipment not classified as major. The CONTRACTOR

shall still warrant equipment not classified as “major” in the CONTRACTOR’s one year

warranty period even though certificates of warranty may not be required.

C. In the event that the equipment manufacturer or supplier is unwilling to provide a one year

warranty commencing at the time of Final Completion, the CONTRACTOR shall obtain for

the manufacturer a two (2) year warranty commencing at the time of delivery to the job site.

The two year warranty from the manufacturer shall not relieve the CONTRACTOR of the

one year warranty starting at the time of Final Completion.

PART II - PRODUCTS (Not Used)

PART III - EXECUTION (Not Used)

END OF SECTION

Proposed Bridge Repairs Appendix A Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix A_Inspect_Structure.docx September 2016 Appendix A - 1

DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR

INSPECTION OF BRIDGE STRUCTURES FOR ASBESTOS CONTAINING MATERIALS (ACM)

PART I – GENERAL

1. Description of Work:

The Contractor is hereby advised that the structure(s) scheduled for demolition, renovation, reconstruction or replacement may contain asbestos. As of the time of the proposed work on this Contract, the City has not performed an asbestos inspection on this structure(s). The Contractor shall assume that the bridge structure(s) may contain asbestos in a quantity sufficient to be a health hazard when disturbed or found in a degraded state or friable condition.

The Contractor shall employ a licensed asbestos inspection firm to conduct asbestos inspection activities on bridge structure(s). The firm shall furnish all labor, materials, supplies, and equipment necessary to perform the work. The Contractor shall submit the asbestos inspection report(s) to the Department upon completion.

The Contractor shall comply with the Special Provision for Removal of Asbestos from Bridge Structures for all structures determined to contain asbestos. The Contractor shall comply with the Special Provision Copied Note for Section 107.16 (b) 2. – Air for all structures where:

1. ACM removal is not required, 2. a load-bearing component of the entire structure or a portion thereof will be removed or

replaced, and/or 3. falsework assembly is required to support the bridge during construction.

2. Contract Limitations

An asbestos inspection firm is not eligible to perform work on projects if the asbestos inspection will be performed by individuals or firms with an employer/employee relationship or financially affiliated with the asbestos abatement firm performing abatement activities.

3. Definitions and Abbreviations:

All definitions and abbreviations used in this specification are consistent as defined under OSHA; the USEPA Asbestos National Emission Standards for Hazardous Air Pollutants (NESHAP); the Virginia Department of Labor and Industry (VDLI); the Virginia Department of Professional and Occupational Regulation (VDPOR); and the Virginia Department of Environmental Quality (VDEQ).

PART II –WORK PRACTICES

A. The Contractor and inspection firm shall comply with all applicable EPA, OSHA, VDEQ, VDLI and DPOR regulations, and shall follow all applicable EPA and VDLI/OSHA workplace guidelines. EPA workplace guidelines include, but are not limited to, the NESHAP demolition practices and applicability to road construction projects (40 CFR Part 61). OSHA workplace guidelines include, but are not limited to, any currently applicable OSHA compliance directives or instructions. In any


Appendix A_Inspect_Structure.docx September 2016 Appendix A - 2

instance of conflict between the VDLI and OSHA requirements, the VDLI requirements shall take precedence.

B. The asbestos inspection firm is required to maintain at the job site copies of EPA, VOSHA/OSHA and applicable state and local government regulations.

C. The firm and its employees shall be licensed to perform asbestos inspection activities in accordance

with Virginia Department of Professional and Occupational Regulation (DPOR) requirements.

D. The asbestos inspection firm shall conduct inspections according to the Department’s Asbestos Inspection Procedures.

E. The asbestos inspection firm shall employ sample collection techniques that prevent cross- contamination from airborne sources of asbestos fibers.

F. Representative samples of each homogeneous area of suspect ACM shall be collected to determine asbestos content.

G. For Department facilities to be re-occupied (e.g. bridge tender’s office), the Contractor shall ensure that:

i. Care is taken to minimize fiber release during sample collection and any debris and residue that is generated shall be thoroughly cleaned up.

ii. Sample locations are adequately patched by the inspector to prevent fiber release, deterioration of the material, or leakage. Any damage created as a result of the improper or incomplete patching of a material after sampling will be the responsibility of the Contractor.

PART III – SUBMITTALS

An inspection report shall be received by Department of Public Works before any asbestos abatement or demolition work is started. Copies shall be submitted as requested to the Project Manager. At a minimum, the inspection report shall include:

1 Name, address, and telephone number of the inspection firm.

2 Copies of licenses for the firm and employees performing work under this specification.

3. Virginia and Federal identification numbers of the structures inspected.

4. Summary of results individually listed for each structure. The results shall include the exact location of the ACM along with the sample identification number, description, percent of asbestos in each material sampled, type of ACM, NESHAP Category, condition of ACM, and quantity of ACM.

5. Site map identifying the location of each sample.

6. Photo documentation

7. Copy of the laboratory analyses results, chain of custody forms and laboratory license.


Appendix A - 3

PART IV – OTHER REQUIREMENTS

1. Additional Contractor Responsibilities

The Contractor shall ensure that the inspection firm and its employees performing work under this specification have an established medical surveillance program in compliance with OSHA regulations 29 CFR 1926.1101 and a written respirator program in compliance with OSHA regulation 29 CFR 1910.134.

2. Site Inspection

DPW (or its representative) reserves the right to inspect all asbestos inspection activities at any time. If any aspect of the work is found inconsistent with this special provision, a stop work order will be issued and operations will be immediately suspended. Until the inconsistency is corrected, any standby time and costs for corrective actions shall be at the Contractor’s expense.

PART V - MEASUREMENT AND PAYMENT

Asbestos inspection will be paid on a lump sum basis for each structure and shall include full compensation for inspection, testing, reporting, and all other associated costs.

Payment will be made under:

Pay Item Pay Unit Inspect Structure for Asbestos Containing Materials Lump Sum


Appendix A - 4


Proposed Bridge Repairs Appendix B Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix B S404F00 Conc Surface Penetrant Sealer.doc September 2016

Appendix B - 1

DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR

CONCRETE SURFACE PENETRANT SEALER

August 1, 1991cc Reissued July 2008c

I. DESCRIPTION

This work shall consist of furnishing and applying a water repellant concrete surface penetrant in accordance with this provision and in conformity with the details and locations indicated on the plans. The color of the penetrant sealer shall be clear.

II. MATERIALS The penetrant sealer used in the performance of this work shall be a product as listed on the Department's current list of approved penetrating sealers.

III. PROCEDURES

The penetrant sealer shall be applied in accordance with the manufacturer's recommendations, except as otherwise specified herein. The penetrant sealer shall not be applied until all adjacent or superimposed concrete placements have been completed. All surfaces to receive the penetrant sealer shall be sandblasted to provide a clean uniform texture free of foreign substances such as oils, release agents, curing agents or efflorescence. All sandblasting residue shall be completely removed prior to application of the penetrant sealer. Each container of penetrant sealer material shall be thoroughly mixed in strict compliance with the manufacturer's recommendations. The penetrant sealer material shall be applied by experienced persons using spray, brush or roller and shall not be thinned or reduced, except as may be specifically required by the manufacturer. The rates of application and number of coats shall be in accordance with the manufacturer's recommendations.

IV. MEASUREMENT AND PAYMENT Concrete surface penetrant sealer will be measured in square yards and will be paid for at the contract unit price per square yard, which price shall be full compensation for surface preparation and for applying sealer. Payment will be made under:

Pay Item

Pay Unit

Deck Sealing Square Yard

Proposed Bridge Repairs Appendix B Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix B S404F00 Conc Surface Penetrant Sealer.doc September 2016

Appendix B - 2


Proposed Bridge Repairs Appendix C Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix C Preformed elastomeric joint sealer modified.doc September 2016 Appendix C - 1

SPECIAL PROVISION FOR PREFORMED ELASTOMERIC JOINT SEALER MODIFIED I. DESCRIPTION

This work shall consist of furnishing and installing a structural sealing expansion joint system, of the width specified in the contract, designed to withstand 100% of the movement range specified in the contract without modifying the existing joint width. The system shall also withstand the effects of vertical and lateral movements, with no adhesive of cohesive failure, maintaining water tightness at the same time. The joint sealer shall be bonded in place with epoxy and inflated until epoxy is cured.

II. MATERIALS

A. Materials for preformed elastomeric joint sealer modified shall conform to the requirements of Section 212 of the specifications.

B. The adhesive shall be a double component, epoxy based adhesive, which shall be mixed at the job site. It shall have the following properties: Two component thixotropic paste ASTM C-881 Type V Class B and C. Tensile strength, ASTM D638 4140 psi Compression strength, ASTM D-695 8760 psi Solids hardness 5 MOHS Pot life 40 min. @ 680F Flash point Greater than 200F Curing time/strong bond within 24 Hours Complete cure 7 days @ 680F

III. CONSTRUCTION METHODS

A. Safety Provisions: Personnel shall be thoroughly trained in the safe handling of materials in accordance with the

Manufacturer's recommendations. B. Storage of Materials: Materials shall be stored in accordance with the manufacturers recommendations. C. Joint Preparation: The joint shall be thoroughly cleaned by disk grinding, sandblasting, or as approved by the Engineer so

that it is free from dust, oil, grease, or other foreign materials. D. Installation: Preformed elastomeric joint sealer modified shall be installed in accordance with the manufacturer’s

recommendations and under the supervision of a manufacturer certified technician. The top surface after installation shall be 1/8 inch below the surface of the bridge deck.

Proposed Bridge Repairs Appendix C Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix C Preformed elastomeric joint sealer modified.doc September 2016 Appendix C - 2

IV. METHOD OF MEASUREMENT Preformed elastomeric joint sealer modified will be measured in linear feet, along the pavement surface from out-to-out of the deck slab, complete-in-place.

V. BASIS OF PAYMENT -

Preformed elastomeric joint sealer modified will be paid for at the contract unit price per linear foot, which price shall be full compensation for joint preparation, for furnishing, and installing preformed elastomeric joint sealer modified, and for any incidentals necessary to complete the work.

Payment will be made under:

PAY ITEM PAY UNIT Preformed Elastomeric Joint Sealer Modified (Width) Linear foot

Proposed Bridge Repairs Appendix D Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix D SS41201 Widen-Repair Reconstr Ex Struct.doc September 2016 Appendix D - 1

SS41201-0609 August 5, 2008

VIRGINIA DEPARTMENT OF TRANSPORTATION 2007 ROAD AND BRIDGE SUPPLEMENTAL SPECIFICATIONS

SUPPLEMENTAL SECTION 412—WIDENING, REPAIRING, AND RECONSTRUCTING EXISTING

STRUCTURES SECTION 412—WIDENING, REPAIRING, AND RECONSTRUCTING EXISTING STRUCTURES of the Specifications is amended as follows:

Section 412.03—Procedures is amended to replace the fourth paragraph with the following:

Loose and unsound materials shall be removed by the use of hand tools or pneumatic hammers weighing a nominal 35 pounds or less. Hammer weight applies to the weight of the pneumatic hammer alone. Pneumatic hammers shall be worked at an angle of 45 to 60 degrees to the plane of the concrete surface being removed. The surface shall be sounded with a masonry hammer to determine the relative concrete strength.

Proposed Bridge Repairs Appendix D Byrd Park PS Access Bridge Department of Public Utilities City of Richmond, VA

Appendix D SS41201 Widen-Repair Reconstr Ex Struct.doc September 2016 Appendix D - 2


Proposed Bridge Repairs Appendix E – Example Notice of Operational Impact




Appendix E_Example_NOI.doc September 2016

Appendix E - 1

NOTICE OF OPERATIONAL IMPACT NOTICE 01

Date:

Page 1

TITLE:

LOCATION: [Describe location of impact(s)]

ACTIVITY: [Describe the project scope. Include drawing or sketches showing the location of

impact.]

IMPACT: [List all possible impact to plant operations and other projects.]

SCHEDULE: [Provide a description of the project phases and durations]

PROCEDURE: [Provide a detailed description of all procedures required for the project]

SUPPORT REQ: [List project tasks requiring plant staff support.]

CONTACTS:

Department Name Phone

[Provide distribution list for notification]

APPROVAL:

_______________

DPU: [Project Engineer]

Proposed Bridge Repairs Appendix E – Example Notice of Operational Impact




Appendix E_Example_NOI.doc September 2016

Appendix E - 2
