Agenda — Campbell City Council, March 5, 2024 (part 2 of 5)

Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The undersigned certifies that the following paragraphs are correct: (CIRCLE either yes or no; if no, submit separate letter stating in detail deviations from the following paragraphs.

1. Yes No The proposed substitution do es not affect dimensions shown on Drawings.

2. Yes No The undersigned will pay for changes to the building design, including engineering design, detailing, and construction costs caused by the requested substitution.

3. Yes No The proposed substitution will have no adverse affect on other portions of the Work, the construction schedule or specified warranty requirements.

The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item.

Submitted by General Contractor

Signature ____________________________ For use by the Architect/Engineer Firm ____________________________ [ ] Approved [ ] Approved as noted Address ____________________________ [ ] Not
Approved
[ ] Received too late
____________________________ By _______________________________ Date ____________________________ Date _______________________________ Telephone ____________________________ Charges for Review & Evaluation: ________

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Project # ____________
SUBSTITUTION REQUEST – ADDITIONAL INFORMATION

Page 3 ends

Please include the following information attached to the request for substitution.

1. An explanation of the advantages to the City for accepting the substitution.

2. A comparison of significant qualities of the proposed substitution with those specified.

3. A list of changes or modifications needed to other parts of the work and to construction performed by the City and separate Contractors that will be necessary to accommodate the proposed substitution.

4. A statement indicating the substitution’s effect on the Construction Schedule compared to the Construction Schedule without acceptance of the substitution. Indicate the effect of the proposed substitution on overall contract time.

5. Cost information, including a proposal of the net change, if any, in the Contract Sum.

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Appendix B:

Construction Workday Calendar

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CONSTRUCTION WORKDAY CALENDAR
2024 - 5 Day

JANUARY JULY

SUN MON TUE WED THU FRI SAT SUN MON TUE WED THU FRI SAT 683 684 685 686 807 808 809 810
1 2 3 4 5 6 1 2 3 4 5 6
687 688 689 690 691 811 812 813 814 815
7 8 9 10 11 12 13 7 8 9 10 11 12 13
692 693 694 695 816 817 818 819 820
14 15 16 17 18 19 20 14 15 16 17 18 19 20
696 697 698 699 700 821 822 823 824 825
21 22 23 24 25 26 27 21 22 23 24 25 26 27
701 702 703 826 827 828
28 29 30 31 28 29 30 31

FEBRUARY AUGUST
704 705 829 830
1 2 3 1 2 3
706 707 708 709 710 831 832 833 834 835
4 5 6 7 8 9 10 4 5 6 7 8 9 10
711 712 713 714 836 837 838 839 840
11 12 13 14 15 16 17 11 12 13 14 15 16 17
715 716 717 718 841 842 843 844 845
18 19 20 21 22 23 24 18 19 20 21 22 23 24
719 720 721 722 846 847 848 849 850
25 26 27 28 29 25 26 27 28 29 30 31

MARCH SEPTEMBER
723 851 852 853 854
1 2 1 2 3 4 5 6 7
724 725 726 727 728 855 856 857 858 859
3 4 5 6 7 8 9 8 9 10 11 12 13 14
729 730 731 732 733 860 861 862 863 864
10 11 12 13 14 15 16 15 16 17 18 19 20 21
734 735 736 737 738 865 866 867 868 869
17 18 19 20 21 22 23 22 23 24 25 26 27 28
739 740 741 742 743 870
24 25 26 27 28 29 30 29 30
31 APRIL OCTOBER
744 745 746 747 871 872 873 874
1 2 3 4 5 6 1 2 3 4 5
748 749 750 751 752 875 876 877 878 879
7 8 9 10 11 12 13 6 7 8 9 10 11 12
753 754 755 756 757 880 881 882 883
14 15 16 17 18 19 20 13 14 15 16 17 18 19
758 759 760 761 762 884 885 886 887 888
21 22 23 24 25 26 27 20 21 22 23 24 25 26
763 764 889 890 891 892
28 29 30 27 28 29 30 31

MAY NOVEMBER
765 766 767 893
1 2 3 4 1 2
768 769 770 771 772 894 895 896 897 898
5 6 7 8 9 10 11 3 4 5 6 7 8 9
773 774 775 776 777 899 900 901 902
12 13 14 15 16 17 18 10 11 12 13 14 15 16
778 779 780 781 782 903 904 905 906 907
19 20 21 22 23 24 25 17 18 19 20 21 22 23
783 784 785 786 908 909 910
26 27 28 29 30 31 24 25 26 27 28 29 30

JUNE DECEMBER
911 912 913 914 915
1 1 2 3 4 5 6 7
787 788 789 790 791 916 917 918 919 920
2 3 4 5 6 7 8 8 9 10 11 12 13 14
792 793 794 795 796 921 922 923 924 925
9 10 11 12 13 14 15 15 16 17 18 19 20 21
797 798 799 800 801 926 927 928 929
16 17 18 19 20 21 22 22 23 24 25 26 27 28
802 803 804 805 806 930 931
23 24 25 26 27 28 29 29 30 31
30 249 Working Days Prepared 10-17

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Appendix C:

Best Management Practices for the Construction Industry

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24

Appendix D:

City’s Storm Water Pollution Control Requirements

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for Chapter 14.02 - STORMWATER POLLUTION CONTROL
Sections:

14.02.010 - Purpose.
(a) The U.S. Environmental Protection Agency has identified urban stormwater runoff as the leading cause of water pollution in the United States. Furthermore, both federal and state agencies have identified stormwater runoff from the city as a major source of pollution adversely impacting the beneficial uses of the South San Francisco Bay. As a result, the California Regional Water Quality Control Board, San Francisco Bay Regio n, has issued a National Pollutant Discharge Elimination System ("NPDES") permit requiring the city to establish legal authorities sufficient to protect its municipal storm drain system from certain prohibited discharges. The city is also required to implement a stormwater management program to assure that stormwater runoff from the city does not cause or contribute to a violation of the water quality standards of South San Francisco Bay. (b) The purpose of this chapter is therefore to provide minimum requirements designed to control the discharge of pollutants into the city municipal storm drain system and to assure that discharges from the city municipal storm drain system comply with applicable provisions of the Federal Clean Water Act and the current N ational Pollutant Discharge Elimination System Permit No. CA0029718 including amendments and California Regional Water Quality Control Board approvals. Enactment of this chapter falls within the scope of the city police power to protect the health, safety and welfare of its residents. Nothing in this chapter is intended to preclude more stringent federal or state regulation or any activity covered by this chapter.
(Ord. 2046 § 1(part), 2004; Ord. 1869 § 1(Exh. A)(part), 1993).

14.02.020 - Definitions.

The following words and phrases, when used in this chapter, shall be as defined in this section.

Words and phrases used in this chapter and not otherwise defined shall be as defined in the regulations promulgated by the U.S. Environmental Protection Agency to implement the requirements of the Federal Clean Water Act, or as defined by the State Water Resources Control Board to implement the California Water Code:
"Applicable materials" mean all materials used in industrial or commercial establishments that ar e stored outdoors, that may be exposed to stormwater, and that have the reasonable potential to degrade the quality of runoff from the site. These include, but are not limited to, all materials containing cadmium, chromium, copper, lead, mercury, nickel, selenium, silver and zinc, which are pollutants that have specifically been identified as known to contribute to impairment of applicable water quality standards. "Deemed complete" means that a project applicant has submitted a development application package for discretionary approval that is determined to be a complete and acceptable application by the community development director. Public projects are deemed complete if funding has been approved by the city council and construction has been scheduled.
"Discharge" means the discharge, addition, placement, deposit, release or dumping of any pollutant or combination of pollutants to surface waters from any point source. This definition includes, but is not limited to, additions of pollutants into waters, from: surface runoff and discharges through pipes, sewers, channels or other conveyances owned by a state, municipality or other person which do not lead to a treatment works. "Discharge," within the meaning of this chapter, shall also mean any discharge on public or private property which results or will reasonably result in a discharge into any and all watercourses.

Such discharges represent a process whereby pollutants, debris and chemicals are placed or otherwise deposited on streets, construction sites, parking lots and other exposed surfaces and are subsequently washed off and carried away by stormwater runoff into watercourses.

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for "Grease" means and includes fats, oils, waxes or other related constituents. Grease may be of mineral origin, including kerosene, lubricating oil and road oil. Grease may also be of vegetable or animal origin, including butter, lard, margarine, vegetable fats and oils, fats in meats, cereals, seeds, nuts and certain fruits. Grease is generally present as, but need not be, a floatable solid, a liquid, a colloid, an emulsion, or in a solution.
"Grease generating activity" means any commercial or industrial activity that uses or produces grease on an ongoing basis.
"Grease removal device" means an interceptor or other mechanical device designed, constructed and intended to remove, hold or otherwise prevent the passage of grease to the (sanitary sewer or) municipal storm drain system.
"Impervious surface" means a constructed or modified surface that does not allow rainfall to percolate through to the subsoil and thus creates stormwater runoff. Impervious surface includes, but is not limited to, building rooftops, pavement, sidewalks, patios, driveways or other hardscape where such surfaces are not constructed with pervious materials and/or are not designed so as to have zero stormwater discharge.
"Interceptor" means a receptacle or trap designed and constructed to intercept, separate and prevent the passage of prohibited substances into the (sanitary sewer or) municipal storm drain system. "Major development or redevelopment project" means a project that creates, adds, or replaces an amount of impervious surface as defined in the current NPDES permit. "Municipal storm drain system" means and includes, but shall not be limited to, t hose facilities within the municipality by which stormwater may be conveyed to waters of the United States, including any roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, manmade channels or storm drains, which are not part of a publicly owned treatment works (POTW). "NPDES permit" means a valid National Pollutant Discharge Elimination System permit issued by the California Regional Water Quality Control Board, San Francisco Bay Region, in accordance with regulations promulgated by the U.S. Environmental Protection Agency to implement the requirements of the Federal Clean Water Act.
"Pollutants" mean and include all sewage, sewage sludge, garbage, biological materials, radioactive materials, and chemical, industrial and agricultural waste discharge into water. "Project with significant pollution potential" means any project determined by the city to be likely to have sources of pollutants on- site and/or to contribute pollutants to stormwater after project completion, based on a review of the proposed uses of or activities planned for the site. "Stormwater" means all rainfall runoff, surface runoff and drainage. "Watercourses" mean and include all natural waterways and definite channels and depressions in the earth that carry water, even though such waterways may only carry water during rains and storms and may not carry stormwater at and during all times and seasons. Watercourses include facilities owned and operated by the Santa Clara Valley Water District.
(Ord. 2046 § 1(part), 2004; Ord. 1916 § 1, 1995; Ord. 1869 § 1(Exh. A)(part), 1993).

14.02.030 - Requirements.
(a) Non-stormwater Discharges.
(1) Discharge Prohibition. No person shall discharge or cause to be discharged into the municipal storm drain system or watercourses any materials other than stormwater. In addition, no person shall discharge or cause to be discharged into the municipal storm drain system or watercourses, any pollutants or waters containing any pollutants that cause or threaten to contribute to a violation of applicable water quality standards. It is also unlawful to discharge, or cause to be discharged into any storm drain or natural outlet or channel, any sewage, industrial

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for waste or other polluted waters or materials without a valid NPDES permit or written authority from the U.S. Environmental Protection Agency or its designated enforcement agent. (2) Exceptions to Discharge Prohibition. The preceding discharge prohibition in subsection (a)(1) of this section shall not apply to any discharge that is specifically authorized by an NPDES permit to flow to a storm drain or natural outlet or channel. In addition, the California Regional Water Quality Control Board, San Francisco Bay Region, has determined that the discharge prohibition shall not apply to the following "permissible" activities: water line flushing, landscape irrigation/lawn watering, uncontaminated foundation drains, uncontaminated nonindustrial roof drains, irrigation water, uncontaminated groundwater infiltration, residential car washings, flows from firefighting, flows from potable water sources, and dechlorinated swimming pool waters. (3) Protection Against Accident Discharge. The owner or operator of a commercial or industrial establishment shall provide reasonable protection from accidental discharge of prohibited materials or other wastes into the municipal storm drain system or watercourses. Facilities to prevent accidental discharge of prohibited materials or other wastes shall be provided and maintained at the owner or operator's expense.
(4) Report of Accidental Discharges. Where an accidental discharge of prohibited materials or other wastes has entered the municipal storm drain system or a watercourse, such incident shall be reported to city or designated agent as soon as possible, but in no event later than twenty-four hours after such a discharge. If the accidental discharge or prohibited materials or other wastes emanates from a commercial or industrial establishment, the owner or operator of such establishment shall also retain an on- site written record of the discharge and the actions taken to prevent its recurrence. Such records shall be retained for at least three years. A notice shall be permanently posted in a conspicuous place on the premises of each commercial or industrial establishment advising employees of the department or agency to call in case of such an accidental discharge.
(5) Abatement of Prohibited Discharge by Responsible Party. The prohibited discharges are declared to constitute a public nuisance. Remediation and abatement of prohibited disc harges shall be the responsibility of persons causing such discharge. The city shall be advised of the abatement and shall inspect the discharge site to insure that the nuisance has in fact been abated.
(b) Watercourse Protection.
(1) Watercourse Protection Requirements. Every person owning property through which a watercourse passes, or such person's lessee, shall keep and maintain that part of the watercourse within the property reasonably free of trash, debris, excessive vegetation, and other obstacles that would pollute, contaminate or significantly retard the flow of water through the watercourse. In addition, the owner or lessee shall maintain existing privately owned structures within or adjacent to a watercourse, so that such structures will not become a hazard to the use, function or physical integrity of the watercourse. The owner or lessee shall not remove healthy bank vegetation beyond that actually necessary for maintenance, nor remove the vegetation in such a manner as to increase the vulnerability of the watercourse to erosion. (2) Acts Requiring Permit. No person shall commit or cause to be committed any of the following acts, unless a written permit has first been obtained from the city or designated agent:
(A) Discharge into or connect any pipe or channel to a watercourse; (B) Modify the natural flow of water in a watercourse; (C) Carry out development within a setback designed in whole or in part to protect a watercourse;
(D) D eposit in, plant in, or remove any material from a watercourse, including its banks, except as required for necessary maintenance;
(E) Construct, alter, enlarge, connect to, change or remove any structure in a watercourse; or

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for (F) Place any loose or unconsolidated material along the side of or within a watercourse or so close to a side as to cause a diversion of the flow, or to cause a probability of such material being carried away by stormwater passing through such watercourse. (c) Outdoor Storage of Materials.
(1) Proper Outdoor Storage of Materials Required. All applicable materials stored outdoors at a commercial or industrial establishment shall be managed in a manner that minimizes the discharge of pollutants to stormwater and as is required to meet water quality standards.

Establishments covered by the general NPDES permit for stormwater discharges associated with industrial activities that has been promulgated for Santa Clara County by the California Regional Water Qualit y Control Board, San Francisco Bay Region, shall address this requirement in applicable provisions of their stormwater pollution prevention plan. (2) Protection Against Accidental Discharge. The owner or operator of a commercial or industrial establishment shall provide reasonable protection from accidental discharge of applicable materials to the municipal storm drain system or watercourses. Specifically, secondary containment systems or equivalent measures approved by the fire department shall be provided for all applicable materials that are liquids. All facilities to prevent the accidental discharge of applicable materials to the municipal storm drain system and watercourses shall be provided and maintained at the owner or operator's expense.
(3) Report of Accidental Disc harge to the Storm Drain. Where applicable materials have entered the municipal storm drain system or a watercourse due to an accidental discharge at a commercial or industrial establishment, the owner or operator of such establishment shall report such incident to public works department as soon as possible, but in no event later than twenty - four hours after such a discharge. The owner or operator of such establishment shall also retain an on- site written record of all accidental discharges of applicable materials (whether or not such discharge actually entered the municipal storm drain system or a watercourse) and the actions taken to prevent their recurrence. Such records shall be retained for at least five years.

A notice shall be permanently posted in a conspicuous place on the premises of each commercial or industrial establishment advising employees of the department or agency to call in case of such an accidental discharge.
(d) Grease Disposal and Control.
(1) Grease Disposal Prohibited. No person shall dispose of any grease, or cause any grease to be disposed, by discharge into any drainage piping, (any public or private sanitary sewer), any part of the municipal storm drain system, or any land, street, public way, river, stream or other watercourse.
(2) Grease Removal Device Required. The owner or operator of every newly constructed, remodeled or converted commercial or industrial establishment with one or more grease generating activities shall install or cause to be installed for each grease generating activity, a grease removal device (of an approved design) for preventing the passage of grease to the municipal storm drain system and watercourses.
(3) Maintenance of Grease Removal Devices Required. The contents of all grease removal devices shall be removed periodically as necessary to prevent a violation of this chapter. At a minimum, the contents shall be removed every ninety days. All grease removal devices shall be kept in good repair, and shall be maintained in continuous operation at the owner or operator's expense.
(e) New Development/Redevelopment.
(1) Stormwater Management Required for Major Projects. Every applicant for a building permit and/or grading permit for a major development or redevelopment project shall identify the potential for stormwater to be discharged from the project site following completion of construction activity and shall demonstrate that the plans, drawings or specifications for such project include the installation of management techniques, practices, and control measures designed to mitigate the potential adverse impacts of stormwater that may be discharged from

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for the project site on an ongoing basis including stormwater treatment measures. In addition, applicants for building and/or grading permits for projects with significant pollution potential may be required to demonstrate that sources of pollutants will be controlled on- site with appropriate measures. The stormwater management techniques, practices, and control measures shall be selected, designed, and maintained in accordance with the city's current NPDES permit requirements and the city's Stormwater Management Manual. (2) Issuance Permits. The city shall not issue a building permit and/or grading permit for a major development or redevelopment project or a project with significant pollution potential until it has reviewed the mitigation measures proposed by the applicant pursuant to subsection (e)(1) of this section, where appropriate, and determined that they are sufficient to address the potential adverse impacts of stormwater that may be discharged from the project site on an ongoing basis.
(3) Occupancy. The building official shall not issue a certificate of occupancy or other equivalent permit for a major development or redevelopment project or a project with significant pollution potential until it has determined that the mitigation measures identified in the building permit and/or grading permit issued for such project have been adequately implemented and that appropriate arrangements have been made to ensure that these management techniques, practices and control measures will be maintained on an ongoing basis in accordance with the city's current NPDES permit requirements and the city's Stormwater Management Manual. (Ord. 2046 § 1(part), 2004; Ord. 1869 § 1(Exh. A)(part), 1993).

14.02.040 - Enforcement—Violation—Penalties.
(a) Criminal Penalties. Any person who violates any provision of this chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punishable by imprison ment for a term not to exceed six months or by a fine not to exceed one thousand dollars or by both. Each and every violation of this chapter shall constitute a separate offense. Every day each such violation continues shall be an additional offense.
(b) Civil Penalties. Any person who violates any provision of this chapter shall be civilly liable to the city in a sum not to exceed one thousand dollars per day for each day in which the violation occurs. Each and every violation of this chapter shall const itute a separate offense. Every day each such violation continues shall be an additional offense.
(c) Civil Liability. Any person who violates any provision of this chapter shall be civilly liable to the city for all costs, including attorney's fees, ass ociated with the investigation and remediation of environmental conditions caused by the discharge of pollutants into the municipal storm drain system or watercourse in violation of this chapter.
(d) Remedies Cumulative. The remedies provided for in this chapter are cumulative and not exclusive and shall be in addition to any and all other remedies available to the city under state and federal law.
(e) Public Nuisance. The discharge of pollutants and related applicable materials into any municipal storm drain system or other watercourses, in violation of any provision of this chapter, is declared to be a public nuisance and shall be subject to any and all remedies available, pursuant to city, state and federal law, including but not limited to injunctive relief. The director of public works may record with the county recorder's office a declaration of nuisance for the particular parcel so noticed. (Ord. 1930 § 3, 1995; Ord. 1916 § 2, 1995; Ord. 1869 § 1(Exh. A)(part), 1993).

14.02.050 - Inspection.

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for (a) During Regular Business Hours. Every business establishment that is open to the public shall permit agents of the city to inspect their premises for compliance with this chapter at any time the business is open to the public.
(b) Other Times. Notwithstanding subsection (a) of this section, agents of the city may inspect any property for compliance with this chapter upon providing the owner and occupants of the property at least twenty-four hours' advance notice of the inspection in the following manner:
(1) A notice shall be conspicuously posted on the property to be inspected, specifying the date, time and reason for the proposed inspection and setting forth a telephone number with directions for the residents or property owners to call for further information; and (2) If the identity and address of the owner is known, such owner shall be notified of the proposed inspection by first class mail, setting forth the same information required by subsection (b)(1) of this section.
(c) Provisions Supplemental. The inspection provisions set forth in this section are intended to supplement, and not supersede, any existing authority for inspection by city officials. In the event that any provision of this section is found by a court of competent jurisdiction to be void or unenforceable, the remaining portions shall remain in full force and effect. (Ord. 1947, 1997).

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Appendix E:

South Bay Water Recycling Program

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for South Bay Water
Recycling Program
700 Los Esteros Road, San José, CA 95134
Recycled water is used in water features and the irrigatation system of the Evergreen Community College campus in south San José.

Environmental Services Delivering world class
utility services and programs to improve our
health, environment, and economy
www.sjenvironment.org Main: 408-535-8550
Media Contact
Jennie Loft, Public Information Manager
[email protected]
408-535-8554
I
n the South Bay, recycled water is a locally sustainable and established component of the non-potable water supply. With pipeline in the cities of San José, Santa Clara, and Milpitas, South Bay Water Recycling (SBWR) is the largest of four recycled water systems in Santa Clara County. The other systems
are associated with the wastewater treatment facilities in Sunnyvale, Gilroy/Morgan Hill, and Palo Alto/Mountain View.

CUSTOMERS, RETAILERS & SERVICE AREA
� Number of customers: ~ 750
Includes Levi’s Stadium, Great America, McCarthy Ranch
Shopping Center, Evergreen College, Guadalupe Gardens,
Intel, and San José City Hall
�
SBWR is a reycled water wholesaler to San Jose Water
Company, San José Municipal Water, City of Santa Clara, and City of Milpitas; customers buy recycled water from the water retailer for their location
SYSTEM
SBWR comprises a north-south artery across San José and an east-west artery from mid-Milpitas down through the
eastern side of Santa Clara. These main arteries feed extension pipelines to reach various customers. The system includes:
�
140 miles of pipeline and growing
� 5 pump stations
� 3 above-ground storage reservoirs that together have a storage capacity of 9.5 million gallons

PRIMARY USES OF SBWR RECYCLED WATER
� Irrigation at public parks, theme parks, golf courses, street medians, business landscaping, and college campuses
� Industrial cooling towers and 4 power plants
� Toilet/urinal flushing in dual-plumbed commercial and municipal buildings

RECYCLED WATER SOURCE
� SBWR main pump station is adjacent to the San José-Santa Clara Regional Wastewater Facility (RWF), which manages the SBWR program
�
RWF produces an average 110 mgd of high quality, tertiary- treated water; roughly 13% flows to SBWR, remainder
discharges into the Bay
�
As of March 2014, SBWR blends RWF tertiary water with
water from Silicon Valley Advanced Water Purification
Center, operated by the Santa Clara Valley Water District mgd = million gallons per day
over

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04-25-16 jh
recycled water signage
SBWR main pump station
Great America irrigates with
recycled water

INVESTMENT & RATE SETTING
� SBWR reflects a ~$250 million investment to date; US
Bureau of Reclamation is reimbursing SBWR for 25% of this investment
�
Santa Clara Valley Water District has contributed several million dollars to SBWR
�
San Jose Water Company is constructing new extensions
to the system at their own cost, and paying a $2 million capacity fee to ensure system reliability
�
SBWR sets the wholesale recycled water rate to water
retailers, who in turn set rates for their respective customers

CONTACTS
SBWR
City of San José Environmental Services Dept.

Media contact: Jennie Loft (408) 535-8554

RECYCLED WATER RETAILERS
City of Milpitas Water & Sewer
Public Works Department
1265 North Milpitas Boulevard, Milpitas, CA 95035
Phone: (408) 586-2600 www.ci.milpitas.ca.gov

City of Santa Clara Water & Sewer Utility
1500 Warbutron Avenue, Santa Clara, CA 95050
Phone: (408) 615-2000 www.santaclaraca.gov

San Jose Municipal Water System - Recycled Water
Engineering & Operations
3035 Tuers Rd., San José, CA 95121
Phone: (408) 535-3500 www.sanjoseca.gov

San Jose Water Company
110 W. Taylor St., San José, CA 95110
Phone: (408) 279-7900 www.sjwater.com

DELIVERY VOLUME & GREEN VISION
SBWR deliveries have grown:
�
2012: SBWR delivered an average 10.3 mgd to ~690 customers � 2014: SBWR delivers average 14 mgd to ~750 customers
With an average home of 4 people using 400 gallons per day, the rate of 14 mgd offsets enough drinking water to supply ~ 35,000 homes daily
�
Production since inception in 1998: 43.9 billion gallons Equivalent to the water use of ~ 217,000 homes in one year � San José’s Green Vision, a plan for a sustainable San José, includes a goal to recycle or beneficially use 100% of our wastewater and targets 40 mgd of recycled water use by 2022

REGULATIONS & WATER QUALITY MONITORING
� Regional Water Quality Control Board regulates and
monitors the safe use of recycled water under Title 22 of the California Code of Regulations; the Board also reviews building plans to ensure that reycled water and drinking water pipes and systems do not mix
�
Title 22 outlines bacteriological water quality standards for the expected degree of public contact with recycled water; if public contact is anticipated, disinfected tertiary treatment is required, such as provided by SBWR
�
RWF laboratory, a state-of-the-art water quality lab, tests SBWR recycled water regularly to ensure its safety; SBWR frequently surpasses requirements for recycled water
quality

ROLE OF SILICON VALLEY ADVANCED WATER

PURIFICATION CENTER (SVAWPC)
� Santa Clara Valley Water District opened SVAWPC in March 2014 as a demonstration project to advance recycled water as a drought-proof component of our water supply
�
8 mgd capacity
� Receives secondary-treated wastewater from RWF and uses microfiltration, reverse osmosis, and ultra-violet disinfection to fully purify the water
�
At SBWR main pump station, SVAWPC purified water blends with RWF tertiary water, thus reducing its salt content �
SBWR provides water that ranks among the highest quality recycled water in California
For more information, visit www.sjenvironment/sbwr

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for Revision 0223015
South Bay Water Recycling
Recycled Water Access Point Program
Fact Sheet

Expanding Recycled Water Use with Recycled Water Access Points (RWAP) To conserve our valuable drinking (potable) water supplies, South Bay Water Recycling (SBWR) has made recycled water available for commercial non-potable uses at several truck fill locations in San José and Milpitas. State Approved uses include construction activities such as grading, compaction, concrete wetting, and dust control as well as landscape irrigation, pressure washing, and sewer flushing.

Recycled Water Quality
Recycled water is highly treated to meet rigorous and protective standards set by the State Water Resources Control Board – Division of Drinking Water, and SBWR currently supplies clean and safe tertiary-treated recycled water to over 750 customers in San Jose, Milpitas and Santa Clara.

Participation Requirements
Users must complete a short Training and sign a User Agreement to confirm the correct use of the fill stations and the proper handling of recycled water. In addition, trucks must be inspected and labeled to certify that they are correctly equipped to transfer recycled water.

After truck and driver certification, users will be issued a portable recycled water meter, with a unique nozzle that can only fit the RWAP hydrants. This minimizes the possibility of cross- connections between the potable and recycled water distribution systems.

Construction exemptions for required use of recycled water may be granted on a case by case basis
, depending on the availability of recycled water near the project site. Please contact the City Planning Department for more information on the required use of recycled water for proposed projects.

Getting Started
In order to complete the certification process, and receive meters, site keys, and the most updated site maps, please contact the recycled water retail agencies listed below:

Milpitas – call (408) 586-2600
San Jose –call (408) 277-3671

RWAP Supervisor Trainings are scheduled every Wednesday morning from 9am-11am at the San Jose/Santa Clara Regional Wastewater Facility (700 Los Esteros Road in San José) or by appointment. Contact the City of Milpitas for trainings and inspections in their area.

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for South Bay Water Recycling
Recycled Water Access Point
FAQs

1. What is a Recycled Water Access Point?
A Recycled Water Access Point (or RWAP) is a stand-pipe that allows a certified RWAP Supervisor access to recycled water to fill their tanker truck.

2. How can I get locations and information about using recycled water from an RWAP? Please contact your local water retailer or South Bay Water Recycling for availability in your area.

City of Milpitas – (408) 586-2600
City of San José – South Bay Water Recycling (408) 277-3671

3. What are the uses for recycled water?
Recycled water is approved for nonpotable (non drinking) uses such as irrigation, dust control, and street sweeping

4. Can I use recycled water to irrigate my landscape at home? No. Recycled Water is approved only for commercial (non-residential) uses.

5. Can I drink recycled water?
No. At this time, recycled water is not approved for drinking.

6. Do I have to use recycled water?
The use of recycled water is required by many city ordinances if recycled water is available. Visit your local city’s planning department for availability in your area.

7. Where does recycled water come from?
Recycled water is produced from treated wastewater from the San Jose/Santa Clara Regional Wastewater Facility.

8. Why is recycled water regulated more than potable (drinking) water? Recycled water is safe to use by trained personnel to assure it is used appropriately and that the public drinking water supply is separated and protected from contamination.

9. Are there any rules I need to follow when using recycled water? Recycled water has not been treated and disinfected for drinking. The use of recycled water is therefore regulated by the State of California Division of Drinking Water, State Water Resources Control Board to ensure that the public health and potable water supply are separated and protected from contamination. To assure that the use is appropriate, the State has required that users be trained, vehicles and sites are inspected and certified, and appropriate safeguards are in place to protect public health.

10. Do I have to use a special container?
All containers must be properly labeled, per the SBWR RWAP User Agreement. Recycled water is only distributed to certified RWAP Supervisors with registered trucks that have been inspected.

11. Can I store recycled water at my site or commercial business? Yes. Recycled water can be stored on site, with appropriate signage and use management per the User Agreement.

12. Do I have to get certified in multiple cities or will one certification work at all SBWR locations? Recycled Water Access Point Supervisors can be trained and registered at any qualified SBWR water agency.

13. Can I take the recycled water I picked up in one city and take it to another city? Yes. Recycled water purchased from one city may be used in a different city.

14. Can I use a potable meter to access recycled water or do I have to get a special meter? The RWAP meter is different from a potable water meter, so you must use a recycled water RWAP meter when accessing recycled water.

15. Do I need to clean my tank or container before filling it with potable water? Recycled water trucks must be certified and registered to carry water for nonpotable uses only.

16. What if I have multiple tanker trucks?
All trucks must be inspected and registered with SBWR.

17. How much does recycled water cost?
Please contact your water retailer for prices and availability.

18. How do I report my recycled water usage and pay?
It will vary depending on recycled water retailer. Please see your local recycled water retailer for specifics.

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for Piercy Rd
Yerba Buena Rd at Mongomery Hilll Park
Corie Court
Spring Street and McKendrie
Los Esteros Rd
Hellyer Ave
Spring Street Guadalupe Gardens
Sources: Esri, DeLorme, NAVTEQ, TomTom, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand)

SAN JOSE RECYCLED WATER

TRUCK FILL LOCATIONS
Legend

RW TRUCK FILL ACCESS LOCATIONS

WATER RETAILER

SAN JOSE MUNICIPAL WATER

SAN JOSE WATER COMPANY
0 1 2 3 40.5
Miles
Los Esteros Rd Zanker Rd
Grand Bl
Disk Dr
Nortech Py
Baytech Dr
Oakland Rd
Schallenberger Rd
Pear Orchard Dr
880
Spring St
Ruff Dr
McKendrie St
Yerba Buena Rd
Verona Rd
Falls Creek Dr
Tuscany ClRural Access
Placido Ct
NB 101 ToCoyote Rp
Silver
Creek
Valley Rd
Fontanoso
Wy
Piercy Rd
For additional information call
South Bay Water Recycling (408) 277-3671
San Jose Municipal Water (408) 535-3500
San Jose Water Company (408) 279-7900
Corie Ct
Located 1,100 Feet South of Verona Rd
Los Esteros Station
Gates Open Monday Thru Friday
8:00 AM to 6:00 PM
Located 350 Feet South of Silver Creek Valley Rd
Taylor StEmory StAsbury St
Walnut St
Hedding St
University Av
Spring St
Emory St
Hellyer Av
Eden Park Pl
Piercy Rd
Jenny Ct
Hellyer Av
Silicon Valley
Blvd
Located 1,800 Feet West of Silicon Valley Blvd

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 Office Hrs:
8:00 am - 12:00 Noon
1:00 pm - 5:00 pm
(Noon - 1:00 pm, Ofc Closed for
SJMWS Staff Lunch Hour)

CITY OF SAN JOSE

MUNICIPAL WATER SYSTEM
3025 TUERS ROAD
SAN JOSE, CA 95121
(408) 277-3671
(408) 277- 4218

CITY OF SAN JOSE

LOS LAGOS

PUBLIC GOLF COURSE

LION FOODCTR

RITE AID

FOR TEMPORARY METERS - CALL & SCHEDULE A PICK-UP TIME

WITH AN ENGINEERING STAFF MEMBER BEFORE COMING TO PICK
UP A METER.

DEPOSIT OF $800 (CHECK OR CREDIT CARD) PER METER.
(3",Green)

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for 87 Guadalupe Fwy
W Taylor St
Spring St
W Hedding St
Coleman Ave
880 Nimitz Fwy
McKendrie St
Ruff Dr
Spring St
North Fill Location
Spring St
South Fill Location
Curie Ct
E Gish Rd
E Brokaw Rd
Oakland Rd
880 Nimitz Fwy
Old Bayshore Hwy
Curie Ct
Fill Location
San Jose Water Company
Recycled Water Fill Locations
Requirements for filling at any of the 3 locations
x San Jose Water Co. issued portable non-potable water meter. Deposit required upon receipt of meter. Call 408-279-7835 for more information. x Key to unlock cap.
x Certified non-potable water vehicle. Must be certified and permitted through South Bay Water Recycling.
x Non-potable hoses with 3" camlock fittings and a wrench to actuate valve. Must be supplied by consumer.

Recycled Water Meter Information:

San Jose Water Company
1251 S. Bascom Ave San Jose, CA
M - F 7:30 - 3:00
(Blue area, 4" & $1600 deposit)

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 Revised 7/21/20 Page 1 of 2

RECYCLED WATER ACCESS POINT

PROGRAM USER AGREEMENT
PRODUCER: San Jose/Santa Clara Regional Wastewater Facility - 700 Los Esteros Road, San Jose CA 95134 REGULATORY AGENCY: South Bay Water Recycling - 3025 Tuers Road San Jose, CA 95121 - 408.277.3671 EFFECTIVE DATES OF PERMIT: ________________________________ THROUGH DECEMBER 31ST 2022 License #: SJ-________

USER INFO
TRAINEE NAME: ___________________________________ CSLB CONTRACTOR LICENSE #: __________________________ COMPANY NAME: ___________________________________ TRUCK/TRAILER LICENSE #: ____________________________ COMPANY ADDRESS: ___________________________________ ATTACH YOUR ACORD INSURANCE FORM TO THIS AGREEMENT COMPANY PHONE #: ___________________________________ PLEASE GIVE THIS AGREEMENT TO YOUR OFFICE MANAGER

A USER AGREEMENT MUST BE COMPLETED FOR EACH VEHICLE OPERATOR AND MUST BE RETAINED DURING ACQUISITION AND APPLICATION OF RECYCLED WATER.

USERS AND USERS’ COMPANIES SHALL ADHERE TO THE ATTACHED SBWR TERMS OF USE. USER AGREEMENT IS SUBJECT TO RWQCB ORDER 95-117.

RECYCLED WATER USE INFORMATION (CHECK ALL THAT APPLY)
METHOD OF WATER DISTRIBUTION: [ ] RECYCLED WATER ACCESS POINT [ ] TEMPORARY SITE METER OTHER: _________________________ APPLICATION METHOD: [ ] TANKER TRUCK SPRAY [ ] HOSE O THER: ____________________________________________ USE OF RECYCLED WATER*: [ ] CONSTRUCTION (COMPACTION/DUST CONTROL) [ ] STREET SWEEPING [ ] S EWER CLEAN OUT OTHER*: ______________________________
* REFER TO THE FULL TEXT OF THE LATEST VERSION OF TITLE-22: CALIFORNIA WATER RECYCLING CRITERIA, ARTICLE 3. USES OF RECYCLED WATER, JUNE 18, 2014.

SIGNS REQUIRED: [ ] TANKER TRUCK [ ] CONTAINER [ ] OVERHEAD TANK [ ] PROJECT SITE OTHER: __________________ LOCATION WHERE RECYCLED WATER WILL BE APPLIED:

ADDRESS: ________________________________________ SITE SUPERINTENDENT: ___________________________________________

CERTIFICATION

I HEREBY CERTIFY THAT THE INFORMATION PROVIDED IN THIS APPLICATION AND ALL ATTACHMENTS ARE TRUE, ACCURATE, AND COMPLETE TO THE BEST OF MY KNOWLEDGE. I ALSO CERTIFY THAT I HAVE READ AND AGREE TO ABIDE BY THE SBWR TERMS OF USE AND ALL APPLICABLE RULES AND REGULATIONS OF THE RWQCB ORDER NO. 95-117 AND HAVE SUCCESSFULLY COMPLETED INSPECTION BY THE LOCAL RETAILER. _____________________________________________________________________________________________________________________________________

TRUCK CONTRACTOR/DRIVER/EMPLOYEE SIGNATURE PRINTED NAME TITLE DATE _______________________________________________________________________________________________________________________________________ ** SUPERINTENDENT OR FOREMAN SIGNATURE PRINTED NAME TITLE DATE

LYLE FROHMAN
______________________________________________________________________________________________________________________________________

SBWR SIGNATURE PRINTED NAME DATE

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for Revised 7/21/20 Page 2 of 2

RECYCLED WATER ACCESS POINT PROGRAM

PLEASE WASH YOUR HANDS AFTER USING RECYCLED WATER

CHECK THIS
USER AGREEMENT LIMITS THE USE OF RECYCLED WATER TO THE FOLLOWING CONDITIONS:


1. RECYCLED WATER IS FOR NONPOTABLE
USES ONLY - NO DRINKING! Recycled water may not be exposed to food, used within designated eating areas or used within 50 feet of any domestic well, drinking fountain or potable water supply.


2. There shall be no cross-connection between recycled water and any potable water supply. Recycled water may no
t be plumbed into potable irrigation or onsite plumbing systems. Recycled water meters are prohibited from con
necting to potable hydrants. Match purple to purple only 

3. Recycled water may not be discharged into storm drains or outside the designated use area that was approved by the water retailer and/or SBWR. Overspray, pooling and runoff of recycled water is not permitted. Cover this in yo
ur Safety meetings.


4. Tan
ker trucks must maintain an air gap of at least twice the diameter of the fill pipe (i.e. water overflows the tank before r
eaching the fill pipe). Tanker trucks must have water-tight connections, piping and hoses to ensure no
leakage will occur during fill-up or use. They must be fully drained before transport and prior to every connection.
 5.

Recycled water tanker trucks may not transport potable water for potable uses.  6.

All tanker trucks accessing and hauling recycled water must satisfy local and state safety requirements. Active auto/truck/trailer and general liability insurance (i.e. an ACORD form) is required. 

7. Recycled water meters may be inspected by the retailer for appropriate use at any time. The volume of recycled water used must be reported as specified by the recycled water retailer.

SPECIAL

APPROVAL, TRAINING AND SITE INSPECTION REQUIRED
 8.

If recycled water is transferred to other storage containers/reservoirs, they must be labeled with signage equivalent to tanker truck signage and must follow the safety guidelines in this User Agreement.  9.

Recycled water may be used for pressure washing and washing equipment and vehicles if the recycled water is not heated and where the general public is excluded from the washing process.  10.

Recycled Water may not be used for directional drilling without prior approval from SBWR.

ADV

ISORY SIGNS

Tan
ker Truck Sign: Tanker trucks hauling recycled water must have an SBWR approved adhesive sign issued by retailer at l
east six inches by twelve inches on the tank, in a location clearly visible to users and workers, with the following wording in one inch, or larger, letters on a purple background. 
Tan
ker Truck Inspection Decal: Tanker trucks hauling recycled water must have an SBWR approved adhesive decal is
sued by retailer at least three inches by six inches signifying that the tanker truck has passed inspection and met all SBWR requirements.

App
urtenance Sign: Appurtenances serving recycled water must have an SBWR approved adhesive or bolted sign is
sued by the retailer at least six inches by eight inches, in a location clearly visible to users and workers, with the following wording in one inch, or larger, letters on a purple background.

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for

Appendix F:

California Prevailing Wage Rates

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Carpenter#
Determination:

NC-23-31-1-2020-1
Issue Date:

August 22, 2020
Expiration date of determination:

June 30, 2021** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

Area 1: All localities within Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, and Sonoma Counties.

Area 2: All localities within Monterey, San Benito, and Santa Cruz Counties.

Area 3: All localities within El Doradoa, Placera, Sacramento, San Joaquin and Yolo Counties.

Area 4: All localities within Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Doradoa, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Nevada, Placera, Plumas, Shasta, Sierra, Siskiyou, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, and Yuba Counties.

Wages and Employer Payments:

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Page 2 of 11 ends

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
c
Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d e
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring
Erector (Area
1)
$52.80 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $83.91 $110.31 $136.71 $110.31 $136.71 $136.71 Carpenter
(Area 2) $46.77 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $77.88 $101.265 $124.65 $101.265 $124.65 $124.65 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring
Erector (Area
2)
$46.92 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $78.03 $101.49 $124.95 $101.49 $124.95 $124.95 Carpenter
(Area 3) $46.77 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $77.88 $101.265 $124.65 $101.265 $124.65 $124.65

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Page 3 of 11 ends

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
c
Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d e
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring
Erector (Area
3)
$46.92 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $78.03 $101.49 $124.95 $101.49 $124.95 $124.95 Carpenter
(Area 4) $45.42 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $76.53 $99.24 $121.95 $99.24 $121.95 $121.95 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring
Erector (Area
4)
$45.57 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $76.68 $99.465 $122.25 $99.465 $122.25 $122.25

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Wages and Employer Payments (2nd Shifti):

Classification
(Journeyperson)
(2nd Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
c
Hours
j
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d k
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Carpenter (Area
1) $56.16 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $87.27 $110.09 $136.41 $110.09 $136.41 $136.41 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 1)
$56.32 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $87.43 $110.31 $136.71 $110.31 $136.71 $136.71 Carpenter (Area
2) $49.89 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $81.00 $101.27 $124.65 $101.27 $124.65 $124.65 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 2)
$50.05 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $81.16 $101.49 $124.95 $101.49 $124.95 $124.95 Carpenter (Area
3) $49.89 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $81.00 $101.27 $124.65 $101.27 $124.65 $124.65

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Page 5 of 11 ends

Classification
(Journeyperson)
(2nd Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
c
Hours
j
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d k
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 3)
$50.05 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $81.16 $101.49 $124.95 $101.49 $124.95 $124.95 Carpenter (Area
4) $48.45 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $79.56 $99.24 $121.95 $99.24 $121.95 $121.95 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 4)
$48.61 $11.70 $10.65 $5.09 $1.03 $2.64 7.5 $79.72 $99.47 $122.25 $99.47 $122.25 $122.25 Wages and Employer Payments (3rd Shifti):

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Classification
(Journeyperson)
(3rd Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
c
Hours
j
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d k
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 1)
$60.34 $11.70 $10.65 $5.09 $1.03 $2.64 7.0 $91.45 $110.31 $136.71 $110.31 $136.71 $136.71 Carpenter (Area
2) $53.45 $11.70 $10.65 $5.09 $1.03 $2.64 7.0 $84.56 $101.27 $124.65 $101.27 $124.65 $124.65 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 2)
$53.62 $11.70 $10.65 $5.09 $1.03 $2.64 7.0 $84.73 $101.49 $124.95 $101.49 $124.95 $124.95 Carpenter (Area
3) $53.45 $11.70 $10.65 $5.09 $1.03 $2.64 7.0 $84.56 $101.27 $124.65 $101.27 $124.65 $124.65 Hardwood
Floorlayer,
Power Saw
Operator, Saw
Filer, Shingler,
Steel Scaffold
And Steel
Shoring Erector
(Area 3)
$53.62 $11.70 $10.65 $5.09 $1.03 $2.64 7.0 $84.73 $101.49 $124.95 $101.49 $124.95 $124.95

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NC-23-31-1-2020-1A
Issue Date:

August 22, 2020
Expiration date of determination:

Localities:

All Localities within Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Marin, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

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Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
c
Hours. Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d e
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday /
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Bridge Builder/
Highway
Carpenter
$52.65 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $83.76 $110.085 $136.41 $110.085 $136.41 $136.41 Bridge Builder/
Highway
Carpenter
(Special Single
Shift)
$59.23 $11.70 $10.65 $5.09 $1.03 $2.64 8.0 $90.34 $119.955 $149.57 $119.955 $149.57 $149.57 Wages and Employer Payments (2nd Shifti):

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Bridge
Builder/Highway
Carpenter
$60.17 $11.70 $10.65 $5.09 $1.03 $2.64 7.0 $91.28 $110.09 $136.41 $110.09 $136.41 $136.41 Determination:

NC-23-31-1-2020-1B
Issue Date:

August 22, 2020
Expiration date of determination:

Localities:

Area 1: All localities within Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, and Sonoma Counties.

Area 2: All localities within Monterey, San Benito, and Santa Cruz Counties.

Area 3: All localities within El Doradoa, Placera, Sacramento, San Joaquin and Yolo Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
l
Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d e
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday /
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Millwright
(Area 1) $52.75 $11.70 $10.65 $5.18 $1.03 $4.15 8.0 $85.46 $111.835 $138.21 $111.835 $138.21 $138.21 Millwright
(Area 2) $49.27 $11.70 $10.65 $5.18 $1.03 $4.15 8.0 $81.98 $106.615 $131.25 $106.615 $131.25 $131.25 Millwright
(Area 3) $49.27 $11.70 $10.65 $5.18 $1.03 $4.15 8.0 $81.98 $106.615 $131.25 $106.615 $131.25 $131.25 Millwright
(Area 4) $47.92 $11.70 $10.65 $5.18 $1.03 $4.15 8.0 $80.63 $104.59 $128.55 $104.59 $128.55 $128.55

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Wages and Employer Payments (2nd Shifti):

Classification
(Journeyperson)
(2nd Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
l
Hours
j
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d k
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Millwright
(Area 1) $56.27 $11.70 $10.65 $5.18 $1.03 $4.15 7.5 $88.98 $111.84 $138.21 $111.84 $138.21 $138.21 Millwright
(Area 2) $52.55 $11.70 $10.65 $5.18 $1.03 $4.15 7.5 $85.26 $106.62 $131.25 $106.62 $131.25 $131.25 Millwright
(Area 3) $52.55 $11.70 $10.65 $5.18 $1.03 $4.15 7.5 $85.26 $106.62 $131.25 $106.62 $131.25 $131.25 Millwright
(Area 4) $51.11 $11.70 $10.65 $5.18 $1.03 $4.15 7.5 $83.82 $104.59 $128.55 $104.59 $128.55 $128.55 Wages and Employer Payments (3rd Shifti):

Classification
(Journeyperson)
(3rd Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
b
Training Other
l
Hours
j

Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
d k
Daily
Overtime
Hourly
Rate
(2 X)
d
Saturday
Overtime
Hourly
Rate
(1 ½ X)
d f g
Saturday
Overtime
Hourly
Rate
(2X)
d f
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
d h
Millwright
(Area 1) $60.29 $11.70 $10.65 $5.18 $1.03 $4.15 7.0 $93.00 $111.84 $138.21 $111.84 $138.21 $138.21 Millwright
(Area 2) $56.31 $11.70 $10.65 $5.18 $1.03 $4.15 7.0 $89.02 $106.62 $131.25 $106.62 $131.25 $131.25 Millwright
(Area 3) $56.31 $11.70 $10.65 $5.18 $1.03 $4.15 7.0 $89.02 $106.62 $131.25 $106.62 $131.25 $131.25 Millwright
(Area 4) $54.77 $11.70 $10.65 $5.18 $1.03 $4.15 7.0 $87.48 $104.59 $128.55 $104.59 $128.55 $128.55 Recognized holidays:

Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the

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Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

Travel and/or subsistence payment:

In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Area 3 includes the portion of Placer County west of and including Highway 49 and the portion of El Dorado County west of and including Highway 49 and the territory inside the city limits of Placerville. Area 4 includes the portions of Placer and El Dorado Counties not covered in Area 3.
b Includes an amount per hour worked for Work Fees. The Vacation amount is $2.95 per hour worked for Carpenter; $2.85 per hour worked for Millwright.
c Includes Annuity Trust Fund, Industry Promotion, Carpenters International Training Fund, Work Preservation, Carpenter Employers Contract Administration, and Vacation/Holiday/Sick Leave Admin.
d The overtime rates for shift work are based on the non-shift overtime rates. e For building construction, rate applies to the first 4 hours daily overtime. For all heavy, highway and engineering construction overtime worked, Monday through Friday, rate applies to the first 4 hours daily overtime. f In the event that work cannot be performed Monday through Friday because of inclement weather or major mechanical breakdown, employees may voluntarily make up such day on Saturday and shall be paid at the applicable straight time rates. g Rate applies to the first 8 hours for building construction and for the first 10 hours worked on heavy, highway and engineering construction. h Time and one-half shall be paid for the first eight (8) hours worked on the four (4) days of each year selected by the Union as designated off/holidays listed in the Holiday Provision.
i Does not apply to tenant improvement or renovation projects in occupied buildings with a total contract value of $5 million or less. j Daily overtime applies after 7 ½ hours worked at the straight-time rate for second shift and after 7 hours worked at the straight-time rate for third shift.
k For building construction, rate applies to the first 2 hours prior to the start of the regular or approved day, or the first 4 hours after the end of the approved or regular work day, not to exceed a total of 4 hours in any 1 work day. For heavy, highway and engineering construction rate applies to the first 4 hours prior to the start of the regular or approved day, or the first 4 hours after the end of the approved or regular work day, not to exceed a total of 4 hours in any 1 work day l Millwright Annuity Trust Fund, Industry Promotion, Carpenters International Training Fund, Work Preservation, and Vacation/Holiday/Sick Leave Admin.

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Appendix G:

California Public Contract Code Section 9204

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Appendix H:

Site Map

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Field 2
A
D
B
M-48M-49
32 31
33 34 35
Orchard
City
Banquet
Hall
Handball
Courts
FE
D
J
K
L
N P
B
H
C
A
RQ
i
i
i Rec
Office
Adult
Center
Auxiliary
Gym
Main
Gym
Heritage
Theatre
Roosevelt
Redwood Rm
Mary
Campbell
Rm
84 80
53 - 58
59-65
66-72
74 Board
Rm.

Activity
Rm.
36-41
20-301-19

WINCHESTER PARKING LOT

LATIMER PARKING LOT

CAMPBELL PARKING LOT
Skatepark
Football Stadium
& Track
Athletic
Field 1
Tennis Courts
76 Fitness Center/
Spinning Room
Pool
Weight
Room
LATIMER AVE.

WINCHESTER BLVD.

CAMPBELL AVE.

HEDEGARD AVE.

E
iRestrooms Building ID
Letters
Pay Phones Site Directory

MAP KEY
The
Campbell
Community
Center
Office:
1 W. Campbell Ave., #C-31
Campbell, CA 95008
(408) 866-2105
(408) 866-2138
www.cityofcampbell.com
Athletic
Field 3
Athletic
Field 4
C
Practice
Wall
1 2
M-52
M-47
Parent Lounge
Multi-Purpose Room
M-50 M
42-46

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CITY OF CAMPBELL

SPECIFICATIONS

FOR THE CONSTRUCTION OF

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS
PROJECT NO. 24-TT

The work embraced herein shall be done in accordance with the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, and in accordance with the project plans, specifications, and these Special Provisions. Attention is also directed to the City of San Jose Standard Specifications (SJSS) and Standard Details (SJSD) dated July 1992, the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006, portions of which are incorporated into the CCSS by reference and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished, the General Prevailing Wage Rates.

BIDS DUE BY:

Time: 2:00 P.M.

Date: Thursday, April 18, 2024
City Clerk’s Office
Campbell City Hall
70 N. First Street
Campbell, CA 95008-1423

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Table of Contents
NOTICE INVITING BIDS ............................................................................................................................... i BID PROPOSAL FORMS ............................................................................................................................. 1 BASE BID SCHEDULE .......................................................................................................................... 7 STATEMENT OF SUBCONTRACTORS................................................................................................ 8 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION ................................................................. 9 NONCOLLUSION AFFIDAVIT ............................................................................................................. 10 DIR REGISTRATION STATEMENT..................................................................................................... 11 CERTIFICATION REGARDING DEBARMENT ................................................................................... 12 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .......................................................... 13 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ..................................................... 14 PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ............................................................. 15 DEBARMENT AND SUSPENSION CERTIFICATION ......................................................................... 16 BID BOND FORM ................................................................................................................................. 18 BID BOND ............................................................................................................................................ 19 CONTRACT DOCUMENTS .......................................................................................................................... 1 BOND FOR FAITHFUL PERFORMANCE ............................................................................................. 6 BOND FOR LABOR AND MATERIAL .................................................................................................... 7 BOND FOR FAITHFUL PERFORMANCE OF MAINTENANCE PERIOD ............................................. 8 SPECIAL PROVISIONS ............................................................................................................................... 1 GENERAL PROVISIONS ............................................................................................................................. 2 SECTION 1. SPECIFICATIONS AND PLANS ................................................................................... 2 General............................................................................................................................................. 2 Special Provisions Section 1 – Section 10....................................................................................... 2 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS ..................................................... 2 General............................................................................................................................................. 2 Bid Opening ..................................................................................................................................... 3 Proposal Guaranty ........................................................................................................................... 3 Mandatory Pre-Bid Meeting ............................................................................................................. 3 Pre-Bid Site Inspection..................................................................................................................... 3 SECTION 3. AWARD AND EXECUTION OF CONTRACT ................................................................ 3 Determination Of Low Bid ................................................................................................................ 3 Contract Award ................................................................................................................................ 4 Contractor Licenses and Requirements........................................................................................... 4 SECTION 4. SCOPE OF WORK ......................................................................................................... 5 Description of Work .......................................................................................................................... 5 Locations of Work ............................................................................................................................ 5 SECTION 5. CONTROL OF WORK .................................................................................................... 5 Maintenance and Access to Records .............................................................................................. 5 Order of Work ................................................................................................................................... 5 Contractor Staging & Good Neighbor Guidelines ............................................................................ 5 Pre-Construction Conference .......................................................................................................... 6 SECTION 6. CONTROL OF MATERIALS .......................................................................................... 6 Contractor Submittals ....................................................................................................................... 6 Material Submittal Format ................................................................................................................ 7 Substitutions ..................................................................................................................................... 8

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Specified “Or Equal” Items ............................................................................................................. 10 Materials Submittal List .................................................................................................................. 11 SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY ............................................................ 12 Claims ............................................................................................................................................ 12 Worker’s Compensation ................................................................................................................. 17 Insurance Requirements ................................................................................................................ 17 Public Safety .................................................................................................................................. 19 Labor Nondiscrimination ................................................................................................................ 19 Apprentices .................................................................................................................................... 23 Prevailing Wage ............................................................................................................................. 23 Department of Industrial Relations and Certified Payroll Records................................................. 24 SECTION 8. PROSECUTION AND PROGRESS ............................................................................. 25 General........................................................................................................................................... 25 Hours of Work ................................................................................................................................ 25 Time of Completion ........................................................................................................................ 25 Contract Sum ................................................................................................................................. 25 Liquidated Damages ...................................................................................................................... 25 SECTION 9. MEASUREMENT AND PAYMENT .............................................................................. 25 General Measurement and Payment Requirements ..................................................................... 25 SECTION 10. TECHNICAL PROVISIONS.......................................................................................... 26 10-1 CONSTRUCTION REQUIREMENTS ........................................................................... 26 Project Plans .................................................................................................................................. 26 There are no separate plans for this project. The descriptive specifications, details, diagrams, location map, and photos included in the specifications are considered the Plans. ...................... 26 Mobilization .................................................................................................................................... 26 Progress Schedule/Record Drawings ............................................................................................ 26 Cooperation .................................................................................................................................... 26 24-Hour Contact Number ............................................................................................................... 26 Meetings ......................................................................................................................................... 26 Waste Haulers and Recycling Operations ..................................................................................... 27 Project Appearance and Street Sweeping ..................................................................................... 27 Dust/Erosion/Drainage Control ...................................................................................................... 27 Recycled Water/Non-Potable Water .............................................................................................. 28 Measurement and Payment ........................................................................................................... 28 10-2 PUBLIC SAFETY................................................................................................................... 28 Maintenance of Pedestrian Access and Circulation ...................................................................... 28 Access Requirements .................................................................................................................... 29 The Contractor shall maintain access to all businesses and public facilities at all times unless otherwise approved by the Project Manager. ................................................................................ 29 10-3 EXISTING FACILITIES ......................................................................................................... 29 General........................................................................................................................................... 29 Protect Existing Facilities To Remain ............................................................................................ 29 10-4 DEMOLITION ....................................................................................................................... 30 Description of Work ........................................................................................................................ 30 Review............................................................................................................................................ 30 Standards ....................................................................................................................................... 30 Schedule ........................................................................................................................................ 30 General Operations ........................................................................................................................ 30 Removals ....................................................................................................................................... 30 Utilities and Public Facilities ........................................................................................................... 31 10-5 Roofing replacement ............................................................................................................ 31

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Contractor Quality Control.............................................................................................................. 31 ROUGH CARPENTRY ............................................................................................................................... 33 PREPARATION FOR ROOF REPLACEMENT ....................................................................................... 349 MODIFIED BITUMINOUS MEMBRANE ROOFING .................................................................................. 43 SHEET METAL FLASHING AND TRIM…………………………………………………………………………58 METAL WALL PANELS………………………………………………………………………………………….. 64

APPENDICES ........................................................................................................................................ 1 Appendix A: Substitution Request Form ................................................................................................ 1 Appendix B: Construction Workday Calendar ........................................................................................ 1 Appendix C: Best Management Practices for the Construction Industry ............................................... 1 Appendix D: City’s Storm Water Pollution Control Requirements .......................................................... 1 Appendix E: South Bay Water Recycling Program ................................................................................ 1 Appendix F: California Prevailing Wage Rates ...................................................................................... 1 Appendix G: California Public Contract Code Section 9204 .................................................................. 1 Appendix H: Site Map ............................................................................................................................. 1

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NOTICE INVITING BIDS

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CITY OF CAMPBELL

DEPARTMENT OF PUBLIC WORKS

NOTICE INVITING BIDS

FOR CONSTRUCTION OF

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS
PROJECT NO. 24-TT

1. Date and Place of Opening Bids . Notice is hereby given that sealed bids will be received at the Office of the City Clerk of the City of Campbell (City or Owner), 70 N.

First Street, Campbell, CA 95008 -1423 until 2:00 PM, Thursday, April 18, 2024 , for the foregoing project. Prospective bidders are to call the City Clerk at (408) 866 -2117 to coordinate delivery. BIDS RECEIVED AFTER THE DATE AND TIME STATED ABOVE WILL NOT BE CONSIDERED.

The bid opening, which is in compliance with the Brown Act, will be conducted in person in the Council Chambers at Campbell City Hall (70 N. First Street, Campbell, CA) at 2:30PM, on Thursday, April 18, 2024. The bids so submitted will be publicly opened and read aloud at that time.

2. Location of Work . The work that is to be performed is at the Campbell Community Center Building L , located at 1 West Campbell Avenue within the City of Campbell.

Building L is located within the Campbell Community Center campus and bordered by Campbell Avenue on the south and Winchester Boulevard on the east.

3. Scope of Work. The work to be performed, in general, consists of furnishing all labor, tools, equipment, transportation, and materials required to complete the CAMPBELL COMMUNITY CENTER BUILDING L ROOFING REPAIRS, PROJECT 24-SS. The scope of work generally includes but is not limited to the following: The project involves removing the exi sting surface and installing a new bituminous roofing material onto the surface of the building roof line, including the installation of metal flashing and trim.

4. For additional information, please contact City of Campbell, Public Works Department, Project Manager, David Fanucchi, (408) 866-2194, [email protected].

The Contractor’s duty to pay State prevailing wages can be found under Labor Code Section 1770 et seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment.

Bids are required for the entire work described in the project plans, specifications, and contract documents, and must be submitted on the forms contained therein. Special attention shall be directed to pages BP -3 of the Bid Proposal forms, which list all required documents to be submitted at the time of bid.

Time for completion of the work is 45 WORKING DAYS for all work.

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This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990.

The City of Campbell affirms that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation.

5. Proprietary Products. Approval of substitution requests for the roofing products will be by addendum only. Substitution Requests for “or equal” products must be submitted per Section 6 Control of Materials.

6. Contract Documents . Interested parties may view Contract Documents, including, but not limited to, the Notice Inviting Bids, instructions to bidders, specifications, special provisions, bid forms and Contract may be seen on the Quest website at no charge. The digital Contract Documents may be downloaded for $ 15.00 by inputting the Quest CDN Project #xxxxxxx on the websites’ Project Search page. Please contact QuestCDN.com at (952) 233 -1632 or [email protected] for assistance in free membership, registration, downloading, and working with this digital project information. To be included on the plan holders list, receive notification of addenda, and to be eligible to bid, interested parties must download the Contract Documents from Quest CDN. Those downloading the Contract Documents assume responsibility and risk for completeness of the downloaded Contract Documents.

7. Bid Security. Each bid shall be accompanied by one of the following forms of bidder’s security: cash, certified or cashier's check drawn upon a responsible bank, or Bid Bond executed by an admitted surety insurer, made payable to the City of Campbell. The bidder’s security shall be in an amount equal to at least ten percent (10%) of the total bid price and shall be conditioned to be forfeited to the City of Campbell in the event that the bidder, if their bid is accepted, does not execute the Contract for this project and provide the required bonds (including, but not limited to, payment and performance bonds), certificates of insurance, and endorsements within ten (10) working days of the mailing to the bidder of the Notice of Award. A bid will not be considered unless one of the approved forms of bidder's security is enclosed with it.

8. Award of Contract . All terms and conditions contained in the contract documents shall become a part of the Contract for this project. The Contractor agrees to honor the submitted Bid Proposal for a period of at least 90 -calendar days after the opening of the Bid Proposal. It is anticipated that the Contract for this project will be awarded to the lowest responsible responsive bidder. A bid may be rejected if the City determines that any of the bid item prices are materially unbalanced to the potential detriment of the City.

To the fullest extent permitted by law, the City reserves and maintains the right to reject any and all bids and to waive any bid informality or irregularity at its discretion.

9. Prevailing Rate of Wage. The work contemplated by the contract documents is a public work subject to prevailing wages under California Labor Code Section 1770 et. seq.

Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. In accordance with Sections 1770 through 1780 inclusive of the California Labor Code, the City has obtained from the Department of Industrial Relations the general prevailing rates of wages in the locality in which the work is to be performed. The Contractor to whom the Contract for this project

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is awarded and any subcontractors must pay not less than the specified prevailing rates of wages to all workers employed in the execution of the Contract. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations and/or the City of Campbell. Pursuant to Section 1773.2 of the Labor Code, general prevailing wage rates included in the Bid Proposal and Contract for the project shall be posted by the Contractor at a prominent place at the site of the work. Copies of the prevailing rates of wages for this project are found in Appendix F of the Project Specifications.

Attention is directed to the Federal minimum wage rate requirements in the bid proposal.

If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes “helper” (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question.

Each Contractor and Subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner, and the City of Campbell, in the following manner:
(a) Monthly, and (b) In a format prescribed by the Labor Commissioner.

10. Substitution of Securities . Pursuant to Section 22300 of the California Public Contract Code, the Contractor may substitute certain securities for moneys withheld by the City to ensure performance under the Contract, or, in the alternative, may request the City to make payment of retentions earned directly to an escrow agent at Contractor’s expense.

11. Licenses. All bidders, contractors and subcontractors shall be licensed in accordance with the laws of the State of California. All contractors and subcontractors shall have and maintain a current and valid contractor license of the required classification from the State of California throughout the course of this project.

In addition, the bidder/contractor shall possess a valid Class “A” General Engineering Contractor License or a C-39 Roofing Contractors License at the time of bid, except that on a joint venture bid a joint venture license may be obtained by a combination of licenses after bid opening but before award in accordance with California Business and Professions Code Section 7029.1. For a federal -aid contract, the bidder must be properly licensed as a contractor from Contract award through Contract acceptance (Cal. Pub. Cont. Code §20103.5). Bidder/contractor shall maintain said license throughout the entire project until Notice of Completion has been issued. Failure to possess the specified license at the time the bid is submitted shall render the bid non - responsive and shall act as a bar to award of the Contract to any bidder not possessing said license at bid submission and result in a forfeiture of the bid security.

Bidder/contractor is required to provide with its bid satisfactory proof of licensure to the City.

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12. Business License . All contractors and subcontractors working in the City of Campbell must have a valid City of Campbell Business License at the time the Contract is awarded. Business Licenses may be purchased at the Finance Department at 70 N.

First Street, Campbell, California. Business License application can be downloaded at:
https://www.ci.campbell.ca.us/152/Business-Licenses

13. Mandatory Pre-Bid Meeting. Prospective bidders are required to attend a mandatory pre-bid meeting which will be conducted at the Campbell Community Center Building L on Wednesday, April 3, 2024 at 10:00AM. Bids for this project will not be accepted from bidders/contractors that did not attend the Mandatory Pre -Bid Meeting. It is highly advisable for prospective bidders to conduct a Pre-Bid Site Review prior to attending the meeting.

14. Pre-Bid Site Review. Prospective bidders are required to conduct a review of the project site prior to bid. The purpose of the site visit is to acquaint the bidders with the site conditions and other local conditions that may affect the performance and costs of the work prior to submitting a bid proposal. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed and the quantities of materials to be furnished, and as to the requirements of these Notice Inviting Bids, instructions to bidders, plans and specifications, drawings, special provisions, and the Contract.

15. Apprentices. Attention is directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative Code, Section 200 et seq. to ensure compliance and complete understanding of the law regarding apprentices.

Contractors and subcontractors shall comply with all such requirements concerning the employment and wages of apprentices. Bidder/contractor is responsible for the compliance of its subcontractors with California Labor Code Sections 1777.5, 1777.6 and 1777.7.

16. State of California Department of Industrial Relations (DIR) Registration. This project is subject to compliance monitoring and enforcement by the DIR pursuant to California Labor Code Section 1771.4.

No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the DIR pursuant to Labor Code Section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code Section 1771.1(a)].

No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the DIR pursuant to Labor Code Section 1725.5.

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17. Resolution of Construction Claims . Each bidder is hereby notified of California Public Contract Code Section 9204 (a copy of which is included as Appendix G in the Project Specifications) as such section relates to resolution of construction claims. All provisions of Public Contract Code Section 9204 are incorporated into and form an integral part of the contract documents for this project. Failure of a public entity to respond to a claim within the time periods described in Public Contract Code Section 9204 shall result in the claim being deemed rejected in its entirety.

18. In the procurement of supplies, equipment, construction, and services by sub -recipients, the conflict-of-interest provisions in (State LCA - 24 CFR 85.36 and Non -Profit Organizations – 24 CFR 84.4), OMB Circular A -110, and 24 CFR 570.611, respectively, shall apply. No employee, officer or agent of the sub -recipient shall participate in selection, or in the award or administration of a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved.

19. Project Administration. All questions relative to this project prior to the opening of bids shall be submitted in writing and received no later than 5PM on Thursday, April 11, 2024. Questions shall be directed to:

City of Campbell
Public Works Department
70 N. 1st Street
Campbell, CA 95008-1423
Attention: David Fanucchi
Telephone: (408) 866-2194
Email: [email protected]
Fax: (408) 376-0958

CITY OF CAMPBELL
_________________________________________
Andrea Sanders, City Clerk

Publish: March 13, 2024
March 20, 2024
March 27, 2024

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BID PROPOSAL FORMS

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FORMAL BID PROPOSAL

TO THE CITY OF CAMPBELL, CALIFORNIA

FOR CONSTRUCTION OF
CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT

NAME OF BIDDER

BUSINESS ADDRESS

TELEPHONE

TO THE CITY OF CAMPBELL:

The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein; that this proposal is made without collusion with any other person, firm or corporation; that the bidder has carefully examined the site and has full knowledge of and understands all the provisions and contents of this proposal and the documents attached hereto or referenced herein, including, but not limited to, the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, the City of San Jose Standard Specifications and its Amendments (SJSS) and the City of San Jose Standard Details (SJSD), and in accordance with the project plans, and specifications.

Attention is also directed to the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006, portions of which are incorporated into the CCSS by reference and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished, the General Prevailing Wage Rates and the Santa Clara County Community Development Block Grant (CDBG) City/County Contract between the County of Santa Clara and City of Campbell (Contract No. Ca -22-01 Campbell Community Center Track, and the Project Plans and Specifications entitled:

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT, Bidder accepts all the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids, plans and specifications, drawings, special provisions, addenda, and Contract.

This bid will remain open for the period stated in the Notice Inviting Bids. If this Bid Proposal is accepted for award, Bidder will enter into a Contract (using the City of Campbell’s standard form) at the unit and/or lump sum prices set forth in following Bid Schedule, and will furnish the insurance certificates and endorsements, Bond for Faithful Performance, Bond for Labor and

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Materials, Bond for Faithful Performance of Maintenance Period, and Permits required by the Contract Documents within ten (10) working days of the mailing to the bidder of the Notice of Award. Bidder understands that if this Bid Proposal is accepted and the undersigned bidder fails to enter into the Contract, and to furnish the required bonds, insurance certificates and endorsements, in the manner and time prescribed, the City may, at its option, determine that the bidder has abandoned its contract, and thereupon this Bid Proposal and the acceptance thereof shall be null and void, and the bid security accompanying this Bid Proposal shall be forfeited to and become the property of the City of Campbell.

Bidder has carefully examined the work site and copies of all the Contract Documents, including, but not limited to, all of the project Addenda. Bidder must include with its Bid Proposal signed and dated copies of all project Addenda. By signing the Addenda, the bidder acknowledges receipt of such Addenda and that all changes reflected in such Addenda are incorporated in the Bid Proposal and final submitted bid pricing.

Accompanying this Bid Proposal are the following documents, completely filled in by the bidder and incorporated herein by reference:

1. Formal Bid Proposal

2. Bid Schedule of Quantities / Unit Costs / Extended Prices

3. Statement of Subcontractors

4. Equal Employment Opportunity Certification

5. Non-Collusion Affidavit

6. DIR Registration Statement

7. Certification Regarding Debarment

8. Public Contract Code Section 10285.1 Statement

9. Public Contract Code Section 10162 Questionnaire

10. Public Contract Code Section 10232 Statement

11. Debarment and Suspension Certification, Title 49, Code of Federal Regulations, Part 29 12. Cash, a cashier’s check made payable to the City, certified check made payable to the City, or Bid Bond executed by a corporate Surety insurer possessing a valid Certificate of Authority issued by the California Department of Insurance, in an amount equal to at least ten percent (10%) of the total bid.

13. Bidders shall submit a copy of their company’s resolution/power of attorney which identifies those who have authority to sign and submit bids and contracts on behalf of the company.

14. Project Addenda.

The City may, at its option, request additional or supplemental information after bid opening.

Bidder understands that the City reserves the right to reject any or all bids and to waive any informalities or irregularities in the bidding to the fullest extent permitted by law.

Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, the project site, the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress and/or performance of the Work and has made such independent investigations as Bidder deems necessary.

In conformance with California Labor Code Section 1860, et seq ., the undersigned bidder confirms and certifies the following:

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I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’s compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

The bid shall include all work required to develop, administer and construct the project as described throughout the Contract Documents (including, but not limited to, the Plans and Specifications and drawings) in its entirety. The Bidder shall be responsible for reviewing the descriptions and providing a Bid Proposal that includes an understanding of the total project.

Bidder agrees to complete the Work required under the Contract Documents (including, but not limited to, all Bid Schedules, Statement of Subcontractors, Bidder’s General Information, Non - Collusion Affidavit, and certifications, statements and questionnaires contained in these Bid Forms) within the Contract Time specified, and to accept as full payment the Contract Price based on the Lump Sum or Unit Bid Price(s) listed in the Bid Schedule(s).

If the bidder is an individual, the individual’s full first and last name, together with the signature of the individual shall be set forth below. If bidder is an individual, doing business under a fictitious name, the name of the individual followed by the words "doing business under (insert the fictitious name)", together with the signature of the individual shall be set forth below. If the bidder is a corporation, the legal name of the corporation, together with the signature of the officer(s) of the corporation authorized to sign bids and contracts on behalf of the corporation and such officer’s corporate title, with the corporate seal affixed shall be set forth below. If the bidder is an LLC, the legal name of the LLC shall be set forth below, together with the signature of the officer(s) or manager(s) of the LLC authorized to sign bids and contracts on behalf of the LLC and such officer’s or manager’s title shall be set forth below. If the bidder is a partnership, the legal name of the partnership, if one exists, together with the signature of the partner(s) authorized to sign bids and contracts on behalf of the partnership shall be set forth below. If any of the partners are corporations, execution for such partner(s) shall be accomplished in accordance with the requirements set forth above for corporations. If any of the partners are partnerships, execution for such partner(s) shall be accomplished in accordance with the requirements set forth above for partnerships. If the bidder is a joint-venture, the legal name of the joint-venture, if one exists, together with the names of all joint -venture members comprising the joint-venture, the signature(s) of the manager(s) authorized to sign bids and contracts on behalf of the joint -venture and such manager(s) title shall be set forth below. If any of the joint - venture members are corporations, execution for such joint -venture member shall be accomplished in accordance with the requirements set forth above for corporations. If any of the joint-venture members are partnerships, execution for such joint -venture members shall be accomplished in accordance with the requirements set forth above for partnerships.

Anyone signing the Bid Proposal or any other bid form as an agent of the bidder must submit with the bid package legal evidence of his or her authority to sign such Bid Proposal or other bid form. If bidder is a corporation, LLC, partnership, joint venture or other legal entity, bidder must submit with the bid package a resolution stating who is authorized to sign bid documents and enter into contracts on the bidder’s behalf. If the signature is by an agent other than an officer of a corporation, or member of a partnership, a Power of Attorney must be on file with the City Clerk prior to opening of bids or submitted with the bid; otherwise, the bid may be rejected as non-responsive.

By my signature on this Bid Proposal I certify, under penalty of perjury under the laws of the State of California, that the questionnaire and statements of California Public Contract Code

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Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California Administrative Code). By my signature on this Bid Proposal I further certify, under penalty of perjury under the laws of the State of California and the United States of America, that the statements made in the Noncollusion Affidavit required by Title 23 United States Code, Section 112 and Public Contract Code Section 7106; and the Title 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.

The undersigned declares under penalty of perjury that the information contained in this Bid Proposal and all accompanying bid forms and documents is true and correct.

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ADDENDUM ACKNOWLEDGEMENT

BY SIGNING THIS BID PROPOSAL, THE BIDDER ALSO ACKNOWLEDGES ADDENDA NOS. __________________________ AND THAT THE CHANGES CONTAINED THEREIN ARE INCORPORATED AND REFLECTED IN THIS BID PROPOSAL.

Executed on the day of , 20___

________________________________________

SIGNATURE OF BIDDER

By: ______________________________________

Title: ___________________________________

Name of
Contractor: _______________________________

Address: _________________________________

Telephone: _______________________________

State Contractor License No.: _________________

Classification: _____________________________

Expiration Date: ___________________________

DIR Registration #: ________________________

NOTE--Signature(s) of bidder(s) must be notarized.

NOTE: If any addenda to the contract documents are issued for this project, this Bid Proposal signature page and all associated bid forms must be signed and dated no earlier than the date the last addenda is issued and acknowledged.

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BASE BID SCHEDULE

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT

BID
ITEM
NO.

ITEM DESCRIPTION

UNIT

ESTIMATED

QUANTITY

UNIT
PRICE

EXTENDED
PRICE
1 Building L Roof Repairs LS 1

TOTAL BASE BID: ______________________________

Total BASE BID Written in Words:

See Section 3 of the Special Provisions for the determination of the low bid.

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STATEMENT OF SUBCONTRACTORS

The Bidder shall list the name, address, the California contractor license number, and public works contractor registration number issued pursuant to California Labor Code Section 1725.5 of each subcontractor to whom the Bidder proposes to subcontract portions of the work, as required by California Public Contract Code Sections 4100 et seq . and the provisions in "Designation of Subcontractors" in Section 2 -1.15A of the City of San Jose Standard Specifications.

NAME OF

SUBCONTRACTOR

ADDRESS OF

SUBCONTRACTOR

LICENSE NUMBER
& LICENSE

CLASSIFI-CATION

WORK TO BE

PERFORMED BY

SUBCONTRACTOR

DOLLAR VALUE
OF

SUBCONTRACT

SIGNATURE OF BIDDER: ______________________________________________

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EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION

The bidder_________________________________________________________________, proposed subcontractor _______________________________________________, hereby certifies that he has ___ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60 -1.7(b) (1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60 -1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)

Currently, Standard Form 100 (EEO -1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60 -1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

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NONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY of CAMPBELL, DEPARTMENT OF PUBLIC WORKS.

In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
___________________________________

SIGNATURE OF BIDDER
___________________________________
TITLE
___________________________________
DATE

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DIR REGISTRATION STATEMENT
To the CITY of CAMPBELL, DEPARTMENT OF PUBLIC WORKS.

By submitting its bid, the bidder certifies to have verified that it and all subcontractors used on this public work project are registered with the State of California Department of Industrial Relations (DIR) in compliance with California Labor Code Sections 1771.1 and 1725.5. The registration numbers of the Bidder and all subcontractors to be used on this project are as follows:
_____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ ____________________________________________________________________________.

Note: The above DIR Registration Statement is part of the Bid Proposal. Signing the Bid Proposal on the signature portion thereof shall also constitute signature of this DIR Registration Statement.
___________________________________

SIGNATURE OF BIDDER

___________________________________
TITLE

___________________________________
DATE

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CERTIFICATION REGARDING DEBARMENT
To the CITY of CAMPBELL, DEPARTMENT OF PUBLIC WORKS.

By submitting its bid, the bidder certifies in accordance with California Public Contract Code Section 6109 that neither the bidder nor any subcontractor included on the list of proposed subcontractors submitted with the bid is ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7. In accordance with California Public Contract Code Section 6109, contractors and subcontractors who are ineligible to perform work on public works projects pursuant to California Labor Code Sections 1777.1 or 1777.7 may neither bid on, be awarded or perform as a subcontractor on public works projects.

Note: The above Certification Regarding Debarment is part of the Bid Proposal. Signing the Bid Proposal on the signature portion thereof shall also constitute signature of this Certification Regarding Debarment.

___________________________________

SIGNATURE OF BIDDER

___________________________________
TITLE

___________________________________
DATE

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PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT

In accordance with California Public Contract Code Section 10285.1, the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has ______, has not ______ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Section 1101, with any public entity, as defined in Section 1100, including, for the purposes of this article, the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in California Public Contract Code Section 10285.1.

Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Public Contract Code Section 10285.1 Statement is part of the Bid Proposal. Signing the Bid Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. ___________________________________

SIGNATURE OF BIDDER

___________________________________
TITLE

___________________________________
DATE

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PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE

In accordance with California Public Contract Code Section 10162, the bidder shall complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the proposer, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?

Yes _____ No _____

If the answer is yes, explain the circumstances in the following space.

Note: The above Questionnaire is part of the Bid Proposal. Signing this Bid Proposal on the signature portion thereof shall also constitute signature of this Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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PUBLIC CONTRACT CODE SECTION 10232 STATEMENT

In accordance with California Public Contract Code Section 10232, the bidder, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the bidder within the immediately preceding two-year period because of the bidder's failure to comply with an order of a federal court which orders the bidder to comply with an order of the National Labor Relations Board.

Note: The above Statement is part of the Bid Proposal. Signing this Bid Proposal on the signature portion thereof shall also constitute signature of this Statement.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

___________________________________

SIGNATURE OF BIDDER

___________________________________
TITLE

___________________________________
DATE

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DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29

The bidder, under penalty of perjury, certifies to the best of its knowledge and belief that, except as noted below, it and its principals:
a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b) Have not, within a three (3) year period preceding this certification, been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction, violation of Federal or State antitrust statutes, or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (b) of this certification; and
d) Have not within a three (3) year period preceding this Bid Proposal had one or more public transactions (Federal, State or local) terminated for cause or default.

The bidder also certifies that, if bidder later becomes aware of any information contradicting the statements above, it will promptly provide that information to the City of Campbell. “Principals” for the purpose of this certification means any owner, partner, director, officer, and/or manager.

If there are any exceptions to this certification, insert the exceptions in the following space:

Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Note: The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature portion thereof shall also constitute signature of this Certification.

Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the proposal.

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In signing this certification, I declare under penalty of perjury that the foregoing certifications are assurances are true and correct.

___________________________________

SIGNATURE OF BIDDER

___________________________________
TITLE

___________________________________
DATE

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BID BOND FORM

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BID BOND
City of Campbell

KNOW ALL MEN BY THESE PRESENTS,

That we, , as PRINCIPAL, and , as SURETY, are held and firmly bound unto the CITY OF CAMPBELL in the penal sum of TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the CITY OF CAMPBELL, acting by and through the Department of Public Works, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these present.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned bid to the CITY OF CAMPBELL, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened in the Office of the City Clerk, City Hall, Campbell, California , 20 , for:

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT NOW, THEREFORE, If the aforesaid Principal is awarded the Contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him for signature, enters into a written Contract, in the prescribed form, in accordance with the bid, and files two bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and files the required insurance policies with the City, all as required by the specifications and the Contract or by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.

In the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court.

IN WITNESS WHEREOF, We have hereunto set our hands and seals on this day of _____________, 20__

(Principal) Surety)

By By

By
(Attach Acknowledgment of both Principal's and Surety's signature)

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CONTRACT DOCUMENTS

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CONTRACT

BETWEEN CITY OF CAMPBELL
AND
__________________________________

FOR CONSTRUCTION OF
____________________________________________________________________________ _____________________________________________________, PROJECT _____________

THIS AGREEMENT, made and concluded in duplicate, this _____, day of ______________________, 20__________ by and
between__________________________ hereinafter referred to as "CONTRACTOR", and the City of Campbell, a Municipal Corporation, hereinafter referred to as "CITY":

ARTICLE I. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by CITY, and under the conditions expressed in the two (2) bonds, bearing event date with these presents, and hereunto annexed, the CONTRACTOR agrees with the CITY, at his own proper cost and expense, to do all the work and furnish all plant, labor, services, tools, equipment, supplies, transportation, utilities, and materials, except such as are mentioned in the Specifications to be furnished by the CITY, necessary to construct and complete to the satisfaction of the City Engineer, in accordance with this Contract, the Notice Inviting Bids, the accepted Bid Proposal, the Plans, the Special Provisions, the City of Campbell Standard Specifications and Details for Public Works Construction dated July 1994, and by reference therein to the City of San Jose Standard Specifications, the City of San Jose Standard Details, the State Standard Specifications, the State Standard Plans, and the Equipment Rental Rates of the California Department of Transportation and the General Prevailing Wage Rates, each of which documents are on file in the office of the City Clerk and all of which are hereby specifically referred to and by such reference made a part hereof.

The work to be done is shown upon the project plans and specifications entitled, CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS , PROJECT NO. 24-TT, which said project plans, specifications, and referenced specifications are hereby made a part of this Contract.

ARTICLE II. The CITY hereby promises and agrees with the CONTRACTOR to employ, and does hereby employ, the CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the price aforesaid, and hereby contracts to pay the same at the time, and in the manner and upon the conditions herein set forth; and the CITY and the CONTRACTOR, for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained.

ARTICLE III. The CONTRACTOR agrees to receive and accept the prices indicated in the Contractor's signed proposal as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this Contract; also for all loss or damage, arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work until its acceptance by the CITY, and for all risks connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work and for well and faithfully completing the work, and the whole thereof, in the manner and according to the Plans

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and Specifications, and the requirements of the Engineer, and also for furnishing the required bonds and insurance, and for doing all other things mentioned, contemplated or embraced in this agreement, and the contract documents.

ARTICLE IV . In accordance with the provisions of Section 3700 of the Labor Code, the Contractor will be required to secure the payment of worker's compensation to his employees.

ARTICLE V. By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self -insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this Contract.

ARTICLE VI . The improvement contemplated in the performance of this Contract is an improvement over which the CITY shall exercise general supervision. The CITY shall have the right to assume full and direct control over this Contract whenever the CITY, at its sole discretion, shall determine that its responsibility to the United States or the State of California so requires.

ARTICLE VII. The general prevailing wage rates as heretofore specified, and any minimum wage rates indicated in the Special Provisions are hereby specifically referred to and by this reference are made a part of this Contract. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the Bid or Proposal of CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said Proposal conflicting herewith.

ARTICLE VIII. Contractor shall be responsible for complying with the provisions of California Labor Code Section 1771.1(a) which states: A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

ARTICLE IX . Contractor and any subcontractors under the Constructor shall comply with Section 1775 of the California Labor Code regarding prevailing wages.

ARTICLE X . Contractor shall be responsible for complying with the provisions of Section 1776 of the California Labor Code concerning payroll records, as more specifically described in Section 7-1.01A(3) of the City of San Jose Standard Specifications.

ARTICLE XI. Contractor shall be responsible for complying with the provisions of California Labor Code Sections 1777.5 through 1777.7, inclusive, concerning apprentices, as more specifically described in Section 7-1.01A(5) of the City of San Jose Standard Specifications.

ARTICLE XII. Contractor shall be responsible for complying with the provisions of California Labor Code Sections 1810 through 1815, inclusive, concerning working hours, as more specifically described in Section 7-1.01A(1) of the City of San Jose Standard Specifications.

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ARTICLE XIII. Contractor's attention is directed to Section 7 -1.01E of the City of San Jose Standard Specifications, regarding trench excavation.

ARTICLE XIV . In accordance with Section 8 -1.07 of the City of San Jose Standard Specifications, the sum of Three Thousand Six Hundred Dollars and Zero Cents ($3,600.00) will be assessed as liquidated damages for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed. Liquidated damages for non - compliance with the requirements in Section 8 “Prosecution & Progress”, and under Section 10 - 2 “Traffic Control and Public Safety”.

The City further agrees that the Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the City or the owner of the utility to move or relocate such utility facilities as set forth in California Government Code Section 4215.

ARTICLE XV. Contractor shall be responsible for complying with the provisions of California Public Contracts Code Section 7104 regarding trenching and excavations that extend deeper than four (4) feet below the surface. No change order issued pursuant to California Public Contracts Code Section 7104 shall provide for any increase in compensation that would exceed the recovery allowed pursuant to Section 7 of the Special Provisions.

ARTICLE XVI. The City of Campbell shall notify Contractor of the receipt of any third -party claim relating to this contract within 30 days of receipt. The City of Campbell may recover its reasonable costs incurred in providing such notification, pursuant to subdivision (c) of Public Contract Code Section 9201. Notwithstanding this notification provision, the City of Campbell reserves its full authority to compromise or otherwise settle any claim relating to this contract at any time.

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IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year and date first above written and having fully read and understood the terms and conditions of this contract, acknowledge their agreement to be bound thereby.

CONTRACTOR

By: ____________________________

Title: ____________________________

(Attach Contractor's Notary Acknowledgment)

CITY OF CAMPBELL

By: _____________________________________
Brian Loventhal

Title: City Manager

ATTEST:

____________________________
Andrea Sanders, City Clerk

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BOND FOR FAITHFUL PERFORMANCE

We, the undersigned , (hereinafter "contractor") and a corporation organized under the laws of the State of ___________________________________, and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell, (hereinafter "City") a municipal corporation under the laws of the State of California, in the sum of __________________________________________________Dollars ($ ) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally by the following provisions:

The condition of this obligation is:

Because the obligated Contractor has, on , 20 , entered into written Contract with the City for the Project entitled “CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT ", a copy of which is attached and made a part of this bond, for the construction of the Project.

Now, therefore, if the Contractor shall faithfully perform the work in accordance with the plans, specifications and contract documents during the original term, and any extensions of the contract which may be granted by the City, with or without notice to the surety, and if it shall satisfy all claims and demands incurred under the contract, and shall fully indemnify and save harmless the City from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the City all outlay and expense which the City may incur in making any default, then this obligation shall be void; otherwise to remain in full force and effect.

If any legal action be filed upon this bond, it shall be filed within one year after final payment has been made under the contract excluding the warranty period, if any, provided for in the contract, and venue shall lie in the County of Santa Clara, State of California, and that surety, for value received stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed under it or the specifications accompanying it shall in any way affect its obligation on this bond, and it does by this means waive notice of any change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications, and thereby waives the provisions of Section 2819 of the Civil Code of the State of California.

In witness, contractor and surety have executed this agreement as of , 20 .
(Contractor)

By ______________________________________

Title ____________________________________

(Surety)

By _____________________________________

Address of Surety:

(Attach Acknowledgements) Surety's Bond Number_______________________ (Accompany this bond with Attorney-in-fact's
(Both Principal's and authority from Surety to execute the bond, Surety's Attorney in Fact) certified to include the date of the bond.)

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BOND FOR LABOR AND MATERIAL

We, the undersigned , (hereinafter "Principal") and , a corporation organized under the laws of the State of _______________, and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell (hereinafter "City"), a municipal corporation under the laws of the State of California, in the sum of Dollars ($ ) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally by the following provisions:

The condition of this obligation is that the Principal entered, or is about to enter, into a certain written Contract with the City dated , 20 , for the “CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS , PROJECT NO. 24-TT ", a true and correct copy of which is presently on file in the office of the City Clerk of the City of Campbell, which said Contract is hereby referred to and made a part hereof.

Because Principal is required to furnish a bond in connection with the contract, providing that if Principal, or any of its subcontractors, shall fail to pay for any materials, or other supplies, or for any work or labor on the contracted work of any kind, or for amounts due under the unemployment insurance act with respect to any work or labor on this project, the Surety on this bond will pay for the debt, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court.

Now, therefore, we, , as Principal, AND , as Surety, are obligated to the City of Campbell, in the sum of $ , lawful money of the United States, for the payment of which sums will and truly to be made, we the said Principal and Surety bind ourselves, successors and assigns, jointly and severally, by these provisions.

The condition of this obligation is that if Principal, its successors or assigns, or its subcontractor, or subcontractors, shall fail to pay for any labor, materials, or other supplies, used in the performance of the work contracted to be done, or for amounts due under the unemployment insurance act with respect to this work or labor, then the Surety on this bond will pay for them, in an amount not exceeding the sum specified in this bond, and in case suit is brought upon this bond will also pay a reasonable attorney's fee, to be fixed by the court.

No prepayment or delay in payment and no changes, extensions, addition or alteration of any provision of said contract or in any plans and specifications referred to herein, and no forbearance on the part of the City shall operate to release the Surety from liability on this bond, and consent to make such alterations without further notice to or consent by the Surety is hereby given, and the Surety hereby waives the provisions of Section 2819 of the Civil Code of the State of California.

In witness, the parties have executed this agreement as of , 20 .

(Principal)

(Surety)

Address of Surety:

(Attach Acknowledgements)
(Both Principal's and Surety's Bond Number
Surety's Attorney in Fact)
(Accompany this bond with Attorney-in-fact's
authority from Surety to execute the bond
certified to include the date of the bond.)

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BOND FOR FAITHFUL PERFORMANCE OF MAINTENANCE PERIOD

We, the undersigned , (hereinafter "Principal") and ___________________________________________, a corporation organized under the laws of the State of ______________________, and authorized to transact business in the State of California, as Surety, are obligated to the City of Campbell (hereinafter "City"), a municipal corporation under the laws of the State of California, in the sum of______________________________________________ Dollars ($ ) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally by the following provisions:

The condition of this obligation is that the Principal entered, or is about to enter, into a certain written Contract with the City dated , 20 “CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS , PROJECT NO. 24-TT”, for a one year maintenance period of the work described in said Contract, a true and correct copy of which is presently on file in the office of the City Clerk of the City of Campbell, which said agreement is hereby referred to and made a part hereof. And, the City requires a guarantee from the Principal against defective materials and workmanship in connection with that maintenance.

Now, therefore, the Principal agrees that it shall make all repairs or replacements necessary during the period of one -year from the date of acceptance of the contract work, by reason of defective materials or workmanship in connection with the Contract. If those defective materials or workmanship occur within that period, the City shall give the Principal and Surety written notice of that defect within 60 days after discovery. When each replacement is made to the satisfaction of the City, the obligation of the Principal and Surety shall be discharged as to that replacement, otherwise to remain in full force and effect , with surety obligated to secure full and faithful performance of all of Principals’ obligations under the above - referenced contract.

Any repairs or replacements made under this bond shall in like manner be subject to the terms and conditions of it.

In witness, the parties have executed this agreement as of ______________________, 20__

(Principal)_____________________________

By___________________________________

Title__________________________________

(Surety) _______________________________

By___________________________________

Address of Surety:

(Attach Acknowledgements) Surety's Bond Number_____________________ (Accompany this bond with Attorney-in-fact's
(Both Principal's and authority from Surety to execute the bond, Surety's Attorney in Fact) certified to include the date of the bond.)

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SPECIAL PROVISIONS

CITY OF CAMPBELL

DEPARTMENT OF PUBLIC WORKS

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT

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CITY OF CAMPBELL

DEPARTMENT OF PUBLIC WORKS

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT

GENERAL PROVISIONS
SECTION 1. SPECIFICATIONS AND PLANS
General
The work embraced herein shall be done in accordance with the City of Campbell Standard Specifications and Details for Public Works Construction (CCSS) dated July 1994, the City of San Jose Standard Specifications and its Amendments (SJSS) and the City of San Jose Standard Details (SJSD), and in accordance with the project plans, and specifications. Attention is also directed to the State of California, Department of Transportation, Standard Specifications (SS) and Standard Plans (SSP) dated May 2006, portions of which are incorporated into the CCSS by reference and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished, the General Prevailing Wage Rates Special Provisions Section 1 – Section 10
Special Provisions Sections 1 – Section 10 shall apply to all elements of the project. Full compensation for furnishing all labor, materials, tools, equipment and all incidentals for doing all the work involved in compliance with the Plans, Specifications, and Special Provisions Sections 1 – Section 10 shall be deemed included in the price paid for the various other contract bid items and no additional compensation shall be allowed therefore.

SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
General
The bidder's attention is directed to the provisions in Section 2, “Proposal Requirements and Conditions,” of the Standard Specifications and these Special Provisions for the requirements and conditions which the bidder must observe in the preparation of and the submission of the bid.

The bidder's bond shall conform to the bond form in the Bid proposal for the project and shall be properly filled out and executed. The bidder’s bond form included in that book may be used.

In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Bid proposal. Signing the Bid proposal shall also constitute signature of the Noncollusion Affidavit.

The Contractor, sub-recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations), Part 26 in the award and administration of US DOT -assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance.

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Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contract.

Bid Opening
The City Clerk publicly opens and reads bids at the time and place shown on the Notice Inviting Bids.

Proposal Guaranty
The Bidder's Bond shall conform to the bond form included in the Proposal for the project and shall be properly filled out and submitted with the Proposal.

Mandatory Pre-Bid Meeting
Prospective bidders are required to attend a mandatory pre-bid meeting which will be conducted onsite at the Campbell Community Center Building L located at 1 W Campbell Avenue, Campbell on Wednesday April 3, 2024 at 10:00 AM.

Bids for this project will not be accepted from bidders/contractors that did not attend the Mandatory Pre-Bid Meeting. It is highly advisable for prospective bidders to conduct a Pre -Bid Site Review prior to attending the meeting.

Pre-Bid Site Inspection
Prospective bidders shall carefully examine the jobsite. The submission of the bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to character, quality, and scope of work to be performed, the quantity of materials to be furnished, and as to the requirements of the proposals, plans, specifications, and the contract. Attention is directed to Section 2 -1.03 of the SJSS. All questions relative to this project prior to the opening of bids shall be submitted in writing and received no later than 5 PM on Thursday, April 11, 2024. Questions shall be directed to:

City of Campbell, Public Works Department
70 North First Street, Campbell, CA 95008-1423
Attention: David Fanucchi, Project Manager
[email protected]
Tel: (408) 866-2194
SECTION 3. AWARD AND EXECUTION OF CONTRACT
Determination Of Low Bid
The bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract” of the Standard Specifications and these Special Provisions for the requirements and conditions concerning award and execution of contract.

All bids will be compared on the basis of the Engineer's Estimate of Quantities of work to be done. The determination of the low bid will be based upon the TOTAL BASE BID.

In accordance with the Department of Industrial Relations (DIR) regulations, all Contractors and Subcontractors bidding and performing work on this Public Works Project must be registered with the California Department of Industrial Relations (DIR) pursuant to Labor Code Section

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1725.5 (with limited exception from this requirement for bid purposes only under Labor Code Section 1771.1(a)). All registrations will be verified by the Engineer prior to contract award.

Bid Protests are to be delivered in accordance with Campbell Municipal Code Chapter 3.22 - Bid Protest Procedures to the following:

City of Campbell City Clerk
70 North First Street, Campbell, CA 95008-1423
[email protected]
Tel: (408) 866-2117
Fax: (408) 374-6889
Contract Award
The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed and in accordance with Section 3.20.110 - Determination of Contractor Non-Responsibility of the Campbell Municipal Code.

The contract shall be executed by the successful bidder and shall be returned together with the contract bonds, to the City so that it is received within ten (10) days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: City of Campbell, Department of Public Works – 70 N. First Street, Campbell, CA 95008-1423.

Contractor Licenses and Requirements
All Contractors and subcontractors working in the City of Campbell must have a valid City of Campbell Business License.

In addition, all Contractors and subcontractors shall possess the appropriate State Contractor’s License. For this project, the Prime Contractor shall possess a Class “A” General Engineering or a C-39 Roofing Contractor License. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award the Contract to any bidder not possessing said license at the time of bid and forfeiture of the bid will result.

All contractors and subcontractors shall have and maintain a current and valid contractor license of the required classification from the State of California throughout the course of this project.

Evidence of possession of said licenses must be provided before contract award.

Special attention is directed to Section 8 PROSECUTION AND PROGRESS of the SJSS, subsection 8 -1.01 Subcontracting, delete the first sentence in the third (3 rd) paragraph and replace with the following:
“The Contractor shall perform with the Contractor’s own organization contract work amounting to not less than 30 percent of the original total contract price, except that any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the original total contract price before computing the amount of work required to be performed by the Contractor with the Contractor’s own organization.”

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SECTION 4. SCOPE OF WORK
Description of Work
The scope of work generally includes but is not limited to the following: Repair sections in the field that are of concern . Replace edges laps and copings all around the building. Apply a liquid restorative coating to the entire roof.

Locations of Work
The work that is to be performed at Campbell Community Center, 1 West Campbell Avenue , Building C, within the City of Campbell.

SECTION 5. CONTROL OF WORK
Maintenance and Access to Records
Maintain complete and accurate records of all its transactions including, but not limited to, contracts, invoices, timecards, cash receipts, vouchers, canceled checks, bank statements, client statistical records, personnel, property and all other pertinent records sufficient to reflect properly (1) all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred to perform this CONTRACT, and (2) all other matters covered by this CONTRACT.

1. Access to Records. Contractor agrees that the COUNTY, the CITY, and/or any authorized representatives may have access to, and the right to examine, make excerpts or transactions of and from the Contractor’s records and facilities at any time during normal business hours, and as often as may be deemed reasonably necessary until expiration of:
a. five years after expiration of this CONTRACT;
b. five years from the date of termination of this CONTRACT; or c. for such longer period as may be prescribed by law.

Order of Work
Order of Work shall conform to the provisions in Section 5-1.05, “Order of Work” of the Standard Specifications and these Special Provisions.

Contractor Staging & Good Neighbor Guidelines
The Contractor shall survey the City of Campbell for an appropriate location for their construction staging. An area for staging is available in the Winchester Blvd Community Center parking lot next to the building. This staging area is on asphalt in front of Building M Parking in the Campbell Community Center Parking lot is available for a limited number of spaces to be determined at the pre-construction conference.

The following requirements shall apply to the Contractor’s construction staging area:
• The staging area made available near the building shall be protected from spills. Other staging area(s) must be located on an existing asphalt, concrete, or non -permeable surfaced area. No staging area shall be allowed on undeveloped lots. The staging area shall be included in the Contractor’s SWPPP/WPCP.

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• The staging area shall not be located in an environmentally or culturally sensitive area and/or impact water resources (rivers, streams, bays, inlets, lakes, and drainage sloughs).
• The staging area shall not be located in a regulatory floodway or within the base floodplain (100-year).
• The staging area shall not affect the access to adjacent properties and/or roadways. • The Contractor shall maintain the staging area and its surrounding streets, sidewalk, curb & gutter at a level of cleanliness and tidiness as specified by the Engineer. • Hours of Work as specified in Section 8 Prosecution and Progress shall apply to accessing the staging area.
• The City’s Noise Ordinance shall be strictly enforced. Violators will be cited. • The Contractor’s construction crew shall carpool to and from the staging area whenever possible to minimize the number of construction vehicles on the surrounding streets and to minimize the parking impact to the immediate area.
• The Contractor shall not store construction debris/waste in the staging area. All debris shall be hauled off and disposed of the same working day in which the debris/waste was generated.
• The Contractor shall not store any equipment, materials, and debris in the public right-of- way or on City property.
• If using private property for staging, the Contractor shall provide proof of an agreement with the property owner at the Engineer’s request.
• The Contractor shall coordinate and work with the City on staging areas necessary for construction operations. The Contractor shall submit a plan indicating their staging and shall work with the City so that staging will minimize disruptions.

At the conclusion of the project, the Contractor shall return the staging area to its original condition or better.

Pre-Construction Conference
A pre-construction conference will be held shortly after the contract award in accordance with “Meetings” subparagraph found in Section 10 -1 “General Construction Requirements.” The Contractor shall prepare in advance the proposed progress schedule in accordance with Section 8 -1.04 “Progress Schedule” of the CCSS and SJSS, and a traffic control plan in accordance with Section 10-2, “Traffic Control and Public Safety” of these Special Provisions.

SECTION 6. CONTROL OF MATERIALS
Contractor Submittals

The Contractor shall submit to the Project Manager the following at least three working days before the pre-construction conference:

1. Construction Schedule

2. Guarantee (Draft Form)
The City reserves the right to delay the issuance of the Notice to Proceed unless all submittals listed above are received and approved by the Project Manager . Any exceptions or rejected submittals will be remedied and resubmitted for the Project Manager’s review and approval prior to the issuance of the NTP.

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Material Submittal Format
The materials proposed by the Contractor to be used on this contract shall be submitted for approval to the Project Manager before the start of the affected work to allow for review and corrections without work delays – especially those materials and/or equipment that have long lead time for ordering.

The Contractor shall submit FOUR (4) hard copies of each submittal for review and approval by the Project Manager.

The Contractor may elect to email each submittal to the Project Manager for review and approval.

The Contractor is to allow 5 business days to review each submittal and subsequent resubmittal with the exception of shop drawings.

The Contractor is to allow 15 working days to review each shop drawing submittal and subsequent resubmittal.

Submittals and support information shall be separated and clearly labeled when submitted to the Project Manager. The submittal list supplied is intended to be comprehensive, but no claim for its completeness is implied and submittal of the complete list will not relieve the Contractor of supplying all the information needed or of complying with any of the other requirements of the specifications. Revised lists may be issued by the Project Manager, and items may be added to the Material List supplied.

Manufacturer's specifications shall be supplied along with submittal list for all applicable products on the list.

Certificates of Compliance shall be submitted in accordance with Section 6-1.07, “Certificates of Compliance”, of the Standard Specifications including the individual material specification of these Special Provisions.

Submittals shall contain:

1. The date of submission and the dates of any previous submissions, including identification of revision or re-submittals.

2. The Project title and number.

3. Contractor identification, names of subcontractors, suppliers and manufacturers.

4. Specification Section number(s) and Bid Item(s) which pertain.

5. Applicable standards, such as ASTM, Federal, or State Specification numbers. Certified test results indicating performance of materials/products with regard to Specification

6. The Contractor is required to initial or sign the submittal, certifying the review of submittals and verification of products, field construction criteria, and coordination of the information within the submittal and the project plans and specifications.

The General Contractor shall be required to review and approve all submittals and provide them signed as evidence thereof, prior to submitting to the Project Manager for review. Submittals that are not signed by the General Contractor will be rejected. Submittals shall be numbered consecutively.

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The preparation of plans, drawings, and necessary documents, as required by the following submittal lists, shall be considered as part of the requirements of other items of work and no additional compensation shall be allowed, therefore.

The Project Manager reserves the right to reject any item that does not fulfill the requirements of these plans, Special Provisions and the Standard Specifications.

The Project Manager reserves the right to require additional submittals from the Contractor that are not specifically identified in the Materials Submittal List Table below. If so requested, the Contractor shall provide the Project Manager with FOUR (4) copies of any additional submittal.

Substitutions
a. General - Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor are considered "requests for substitutions". The following are not considered substitutions:

Revisions to Contract Documents requested by the City.

Specified options of products and construction methods included in Contract Documents.

Compliance with governing regulations and orders issued by governing authorities.
b. Submittal – Requests for substitution will be considered only if received at least ten (10) working days prior to the bid opening. Requests received after this date may be accepted or rejected at the discretion of the City.

Each request for substitution shall be prepared and presented to the City in accordance with the procedures for submittals and shall be submitted on the request form as included in Appendix A. The following additional information shall be provided.

1. An explanation of the advantages to the City for accepting the substitution.

2. A comparison of significant qualities of the proposed substitution with those specified.

4. A statement indicating the substitution's effect on the Construction Schedule compared to the Construction Schedule without
acceptance of the substitution. Indicate the effect of the proposed substitution on overall contract time.

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5. Cost information, including a proposal of the net change, if any, in the Contract Sum.

6. Certification that the substitution is equal to or better in every respect to that required by Contract Documents, and that it will perform adequately in application indicated. Include Contractor's waiver of rights to additional payment or time extensions that may be necessary because of the substitution's failure to perform adequately.
c. Substitution Conditions - The Contractor's substitution request will be considered by the City when the following conditions are satisfied, as determined by the City; otherwise, requests will be returned without action except to record noncompliance with these requirements.

Extensive revisions to Contract Documents are not required.

Proposed changes are in keeping with the general intent of Contract Documents.

The request is timely, fully documented and properly submitted.

The specified product or method of construction cannot be provided within the specified Contract Time. The request may not be considered if the product or method cannot be provided as a result of failure of the Contractor to pursue the work promptly or coordinate activities properly.

A substantial advantage is offered the City, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the City may be required to bear. Additional responsibilities for the City may include additional compensation to the Consulting Engineer/Architect for redesign and evaluation services, increased cost of other construction by the City or separate contractors, and similar considerations.

The specified product or method of construction cannot receive necessary approval by a regulatory agency, and the requested substitution can be approved.

The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the compatibility.

The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated.

The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution can provide the required warranty.

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d. Unacceptable Substitution Conditions - The Contractor's submittal and City's acceptance of Shop Drawings, Product Data or Samples that do not comply with the Contract Documents does not constitute a valid request for substitution, nor does it constitute acceptance of a substitution.
e. City's Action - If the request for substitution is submitted during the bid period, the City will notify all bidders about the acceptance of the substitution at least five (5) days prior to the bid opening. For substitution requests after the project has been awarded, the City will notify the Contractor of acceptance or rejection of the proposed substitution within 28 calendar days of receipt. If a decision on use of a substitute cannot be made within these time limits, the product originally specified shall be used.
f. Time Extension - No extension of contract time will be allowed through failure of the Contractor to either transmit requests for substitution sufficiently in advance of the work, or on account of processing time outside the time limits noted above.

Should the originally specified materials not be available within the specified contract time due to the negligence of the Contractor to order and obtain such materials, the Contractor shall be responsible to provide, install and maintain a temporary “equal” material as approved by the City, and shall replace such temporary material with the required product upon availability. The Contractor shall be responsible for all costs associated with the installation, maintenance, and removal of the temporary product and the installation of the specified product, including an extended one-year warranty to cover the final product installed. Sufficient funds to cover the purchase and installation of the specified product will be withheld from monies due the Contractor until such work has been completed and accepted by the City.

Specified “Or Equal” Items
Wherever catalog numbers and specific brands of trade names followed by the designation "or equal" are used in conjunction with a designated material, product, item, or service mentioned in these specifications, they are used to establish the standards of quality and utility required. "Or equal" proposals will be subject to acceptance by the City.

The basis for this determination is that the specified materials, products, or services are necessary to match other products in use by the City on a particular public improvement.

Payment for compliance with Section 6 “CONTROL OF MATERIALS” shall be deemed included in the various other items of work and no additional compensation shall be allowed, therefore.

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CITY OF CAMPBELL
Materials Submittal List

CAMPBELL COMMUNITY CENTER BUILDING L ROOF REPAIRS, PROJECT NO. 24-TT

REQUIRED SUBMITTAL

DESCRIPTION

PRODUCT

CUT-SHEETS

MANUFACTURER/

PRODUCER

INSTALLATION

INFORMATION

CERT. OF

COMPLIANCE

PRODUCT
SAMPLE

REMARKS

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SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY
Claims
This Section (Claims) shall be interpreted in accordance with, the claims resolution process established by Section 9204 of Chapter 9, Part 1, Division 2 of the California Public Contract Code (“Section 9204”) (a copy of which is attached hereto as Appendix G). All provisions of Section 9204 are incorporated into and form an integral part of the contract documents for this project. The City and Contractor shall comply with Appendix G, “California Public Contract Code Section 9204,” when applicable. The rights granted by Section 9204 may not be waived, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action; and (2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of Section 9204, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in Section 9204.

It is the intention of this section that disputes between the parties arising under and/or by virtue of the contract be brought to the attention of the Project Manager at the earliest possible time in order that the matters may be mitigated and/or resolved, if possible, or other appropriate action promptly taken.

The Project Manager will evaluate and respond to Contractor claims (as such term is defined in Section 9204(c)) in conformance with Section 9204. Failure by the City to respond to a claim from Contractor within the time periods described in Section 9204 or to otherwise meet the time requirements of that section shall result in the claim being deemed rejected in its entirety.

Contractor’s compliance with the notice, protest, claims, and dispute resolution procedures and requirements specified in the contract documents (including, but not limited to, this Section, “Claims”) shall be a prerequisite to initiation of litigation. Failure of the Contractor to conform to the specified notice, protest, claims, and dispute resolution procedures and requirements shall constitute a failure to pursue diligently and exhaust the administrative procedures in the contract, and is deemed as the Contractor's waiver of the potential claim and a waiver of the right to a corresponding claim for the disputed work.

Notice (for Claims)
No claim will be considered or allowed unless the Contractor has first complied with the notice and/or protest requirements specified in the contract documents, including, but not limited to, this Section, “Claims.” Nothing in the contract documents shall excuse the Contractor from its duty to file or give the required claim and/or protest notices. Contractor shall not be entitled to the payment of any additional compensation where the written notices of potential claim have not been given to the Project Manager in the manner required by and within the time limitations of this Section.

A. Initial Notice of Potential Claim
For disputes and claims by Contractor in connection with, arising out of, or relating to the contract and/or this project, the Contractor shall provide a signed written initial notice of potential claim to the Project Manager within five (5) calendar days from the date the dispute or event(s) giving rise to the potential claim first arose. The Contractor shall assign an exclusive identification number for each dispute, determined by chronological sequencing, based on the date of the dispute.

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The exclusive identification number for each dispute shall be used on the following corresponding documents:
1) Initial notice of potential claim.
2) Supplemental notice of potential claim.
3) Full and final documentation of potential claim.
4) Corresponding claim included in the Contractor's written statement of claims.

The Contractor shall provide the Project Manager the opportunity to examine the site of work within five (5) calendar days from the date of the initial notice of potential claim. The Contractor shall proceed with the performance of contract work unless otherwise specified or directed by the Project Manager.

The Contractor shall maintain records that provide a clear distinction between the incurred direct costs of disputed work and that of undisputed work. The Contractor shall allow the Project Manager access to the Contractor's project records to evaluate the potential claim within fifteen (15) calendar days of the date of the Project Manager’s written request.

The Contractor shall have no right to additional compensation for any claim that may be based on any act, failure to act, event, thing, or occurrence for which no written notice of potential claim as herein required was filed.

B. Supplemental Notice of Potential Claim
Within fifteen (15) calendar days of submitting the initial notice of potential claim, the Contractor shall provide a signed supplemental notice of potential claim to the Project Manager with reasonable documentation to support the claim, that provides at least the following information:
1) The complete nature and circumstances of the dispute giving rise to the potential claim. 2) The contract provisions and specifications supporting the basis of the claim. 3) The estimated cost of the potential claim and an itemized breakdown of individual costs and how the estimate was determined. An estimate of the costs and the cost breakdown must be provided even if the costs claimed have not been incurred when the claim is submitted. The cost breakdown must include an itemization of costs for (a) labor including workers’ names, classifications, regular hours and overtime hours worked, dates worked, and other pertinent information; (b) materials stored or incorporated in the work including invoices, purchase orders, location of materials either stored or incorporated into the work, dates materials were transported to the project or incorporated into the work, and other pertinent information; and (c) itemization of machinery and equipment including make, model, hours of use, dates of use, and equipment rental rates of any rented equipment.
4) A time impact analysis of the project schedule that demonstrates the effect on the scheduled completion date due to schedule changes or disruptions where a request for adjustment of contract time is made.

The information provided in items 1 and 2 above shall provide the Contractor's complete reasoning for additional compensation or adjustments.

If the estimated cost or effect on the scheduled completion date changes, the Contractor shall update information in items 3 and 4 above as soon as the change is recognized and submit this information to the Project Manager.

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C. Full and Final Documentation of Potential Claim
The Contractor must notify the Project Manager within ten (10) calendar days of completion of the work related to the potential claim.

Within thirty (30) calendar days of the completion of work related to the potential claim, the Contractor shall provide the full and final documentation of potential claim to the Project Manager that provides at least the following information:
1) A detailed factual account of the events giving rise to the potential claim, fully describing the nature and circumstances that caused the dispute, including, but not limited to, pertinent dates, locations, and items of work affected by the dispute. 2) The specific provisions of the contract that support the potential claim and a statement of the reasons these provisions support and provide a basis for entitlement of the potential claim.
3) If additional monetary compensation is requested, the exact amount requested calculated in conformance with the Contract Documents and an itemized breakdown of individual costs.
4) If an adjustment of contract time is requested, Contractor shall include in its full and final documentation of potential claim at least the following information:
a) The specific dates for which contract time is being requested. b) The specific reasons for entitlement to a contract time adjustment. c) The specific provisions of the contract that provide the basis for the requested contract time adjustment.
d) A detailed time impact analysis of the project schedule. The time impact analysis shall show the effect of changes or disruptions on the scheduled completion date to demonstrate entitlement to a contract time adjustment.
5) The identification and copies of the Contractor's documents and communications and the substance of any oral communications that support the potential claim.

The Project Manager’s receipt of the full and final documentation of potential claim shall be evidenced by postal receipt or the Project Manager’s written receipt if delivered by hand.

Documentation, Records, and Certification (for Claims)
Claims filed by the Contractor shall be in sufficient detail to enable the Project Manager to ascertain the basis and amount of said claims. If additional information or details are required by the Project Manager to evaluate and/or determine the basis and amount of the claim, the Contractor shall furnish additional information or details so that the additional information or details are received by the Engineer no later than the tenth (10 th) calendar day after the date of Project Manager’s written request. If the tenth (10 th) calendar day falls on a Saturday, Sunday, or legal holiday, then receipt of the information or details by the Project Manager shall not be later than close of business of the next business day. Failure to submit the information and details to the Project Manager within the time specified will be sufficient cause for denying the claim.

The Contractor shall keep full and complete records of the costs and additional time incurred for any work for which a claim for additional compensation is made. The Project Manager or any designated claim investigator or auditor shall have access to those records and any other records as may be required by the Project Manager to evaluate the claims. Failure to permit timely access to those records shall be sufficient cause for denying the claims.

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All notices of potential claim, supplemental notices of potential claim, and the full and final documentation of potential claim shall be certified with reference to the California False Claims Act, California Government Code Sections 12650-12655.

Claims submitted by the Contractor shall be accompanied by a notarized certificate containing the following language:

Under the penalty of law for perjury or falsification and with specific reference to the California False Claims Act, Government Code Section 12650 et seq., and to the extent the project contains federal funding, the U.S. False Claims Act (31 USC § 3729 et seq.), the undersigned,
_________________________________________________________ (Name)

_________________________________________________________ (Title)

_________________________________________________________ (Company)

hereby certifies that the claim for the additional compensation and time, if any, made herein for the work on this contract is a true statement of the actual costs incurred and time sought, and is fully documented and supported under the contract between parties.

Dated __________________________________________________

/s/______________________________________________________

[INSERT NOTARY ACKNOWLEDGMENT]

Failure to submit the notarized certificate will be sufficient cause for denying the claim.

Notwithstanding any other provisions, Contractor’s recovery on claims for additional compensation shall be limited to Contractor’s proven direct and actual costs incurred.

Contractor shall be precluded from claiming consequential damages, including lost profits, lost bonding capacity, and financing costs. Notwithstanding Section 9 -1.03A of the San Jose Standard Specifications, no markups shall be allowed on any extra work performed on a force account basis.

Any claim for overhead type expenses or costs, in addition to being certified as stated above, shall be supported by an audit report of an independent Certified Public Accountant. Any claim for overhead shall also be subject to audit by the City at its discretion.

Any costs or expenses incurred by the City in reviewing or auditing any claims that are not supported by the Contractor’s cost accounting or other records shall be deemed to be damages incurred by the City within the meaning of the California False Claims Act.

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Review and Resolution of Disputes (for Claims)
Contractor claims (as such term is defined in Section 9204(c)) shall be reviewed by the City and resolved by the parties in accordance with Appendix G, “California Public Contract Code Section 9204,” SJSS Section 7 -1.22, “Provisions of Law and Venue” and Section 9 -1.10, “No Arbitration of Disputes,” and applicable law.

Final Estimate
If the work is deemed acceptable to the Project Manager in the Project Manager’s sole discretion, after acceptance by the Project Manager, the Project Manager will prepare and issue to Contractor a proposed final estimate.

The Contractor shall submit written approval of the proposed final estimate or a written statement of all claims arising under or by virtue of the contract so that the Project Manager receives the written approval or statement of claims no later than close of business of the thirtieth (30th) calendar day after receiving the proposed final estimate. If the thirtieth (30th) calendar day falls on a Saturday, Sunday, or legal holiday, then receipt of the written approval or statement of claims by the Project Manager shall not be later than close of business of the next business day. The Project Manager’s receipt of the Contractor's written approval or statement of claims shall be evidenced by postal receipt or the Project Manager's written receipt if delivered by hand.

No claim will be considered that has any of the following deficiencies:

A. The claim was not included in the written statement of claims.

B. The Contractor did not comply with applicable notice, protest, claims, and dispute resolution procedures and requirements specified in the contract documents, including, but not limited to, this Section, “Claims.”
The Project Manager will make the final determination of any claim which remains in dispute after completion of the claim review. If a claim is timely submitted to the Project Manager and the Project Manager fails to issue a decision on that claim within the time limits prescribed for issuing a written statement under Section 9204, the Project Manager shall be deemed to have decided to reject the claim in its entirety. The Project Manager will make and issue the Project Manager’s final estimate following the earlier to occur of the following: (a) Contractor’s acceptance of the proposed final estimate, (b) Contractor’s failure to timely submit a claim statement within 30 days of receiving the proposed final estimate, or (c) Project Manager’s final determination of the claims.

Payment on the final estimate will be ninety -five percent (95%) of the total amount found to be due. The remaining five percent (5%) deducted from the final estimate and retained by the City will be paid to the Contractor within thirty-five (35) days after the Notice of Completion has been recorded, or as otherwise prescribed by law, except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract to be further retained.

Final payment and release of the final five percent (5%) retention amount shall not relieve the Contractor of his/her/its warranty or guaranty obligations or any other obligations that survive project completion.

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Acceptance of final payment by Contractor shall constitute a waiver of all claims except claims meeting all the following requirements: claims (a) previously made in writing in compliance with the notice, protest, claims, and dispute resolution procedures and requirements specified in the contract documents, (b) included in Contractor’s written statement of claims, and (c) identified by Contractor as unsettled at the time of final payment.

Worker’s Compensation
Attention is directed to Section 7 -1.01A (6), “Workers’ Compensation,” of the SJSS and the following: Before commencing work in the City of Campbell all Contractors must provide verification of Worker’s Compensation coverage to the City in one of the following forms:

1. Certificate of consent to self-insure issued by the Director of Industrial Relations; or

2. Certificate of Workers’ Compensation Insurance; or

3. Certificate of exemption from the Workers’ Compensation Laws.

Insurance Requirements
The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors.

Unless otherwise specified herein these Special Provisions or authorized by the Public Works Director, the following shall be required.

Minimum Scope of Insurance
Coverage shall be at least as broad as:

1. Insurance Services Office Commercial General Liability coverage “occurrence” form CG 0001 (Ed. 11/85)

2. Insurance Services Office form number CA 001 (Ed. 1/87) covering Automobile Liability code 1 (any auto).

3. Workers’ Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance.

Minimum Limits of Insurance

1. General Liability: $1,000,000.00 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage.

3. Employer’s Liability: $1,000,000.00 per accident for bodily injury or disease.

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Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self -insured retentions as respects to the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses.

Other Insurance Provisions
The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:

1. Endorsements must name the Contractor, the City, its officers, officials, employees, volunteers, and agents as well as the County of Santa Clara, members of the Board of Supervisors of the County of Santa Clara, and the officers, agents, and employees of the County of Santa Clara, individually and collectively as additional insureds.

2. The City, its officers, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to the liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance, or as a separate owner’s policy.

3. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance as respects the City its officers, officials, employees, and volunteers.

Any insurance or self-insurance maintained by the City of Campbell, its officers, officials, employees or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City of Campbell.

Workers’ Compensation and Employers Liability Coverage
The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees, and volunteers for losses arising from work performed by the Contractor for the City of Campbell.

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Acceptability of Insurers
Unless otherwise approved, insurance is to be issued by an issuer with a current A.M. Best Rating of A:VII and be authorized to transact business in the State of California.

Verification of Coverage
Contractor shall furnish the City with original certificates of insurance and amendatory endorsements effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications, at any time.

Permit number and address or project number and address shall be clearly stated on all insurance documents.

Subcontractors
Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Endorsements for each subcontractor must name the Contractor, the City, its officers, officials, employees, volunteers, and agents as well as the County of Santa Clara, members of the Board of Supervisors of the County of Santa Clara, and the officers, agents, and employees of the County of Santa Clara, individually and collectively as additional insured. All coverages for subcontractors shall be subject to all of the requirements stated herein.

Public Safety
The following paragraphs are hereby added to Section 7-1.09 "Public Safety," of the CCSS.

The Contractor shall maintain a safe workplace throughout the job including, but not limited to, maintenance of barricades, maintenance of safe pedestrian walkways and handicap access throughout or around the project site, and maintenance of pavement within the limits of the roadway and driveways with a suitable traffic -bearing surface. The Contractor shall fulfill the requirements of this Section 24 hours per day, seven days a week, including holidays, from the time of the Notice to Proceed is issued until the project is formally accepted.

The Contractor shall conform to the City’s Storm Water Pollution Control Ordinance and Best Management Practices (BMP) for the Construction Industry preventing contamination of the City’s storm drain system. A copy of the Ordinance and the BMP’s are included in Appendix C and D.

Labor Nondiscrimination
Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Section 12940 of the Government Code, and every Contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." Attention is directed to the following "Nondiscrimination Clause" that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

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NONDISCRIMINATION CLAUSE

1. During the performance of this contract, Contractor and its subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, medical condition, marital status, age (over 40) or sex. Contractors and subcontractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. Contractors and subcontractors shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code, Section 12990 et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Section 7285.0 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code, Section 12990, set forth in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations are incorporated into this contract by reference and made a part hereof as if set forth in full. Contractor and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

2. This Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the contract.

STANDARD CALIFORNIA NONDISCRIMINATION CONSTRUCTION
CONTRACT SPECIFICATIONS (GOV. CODE, SECTION 12990)

These specifications are applicable to all state Contractors and subcontractors having a construction contract or subcontract of $5,000 or more.

1. As used in the specifications:
a. Administrator” means Administrator, Office of Compliance Programs, California Department of Fair Employment and Housing or any person to whom the Administrator delegates authority;
b. “Minority" includes:
(i) Black (all persons having primary origins in any of the black racial groups of Africa, but not of Hispanic origin);
(ii) Hispanic (all persons of primary culture or origin in Mexico, Puerto Rico, Cuba, Central or South America or other Spanish derived culture or origin regardless of race);
(iii) Asian/Pacific Islander (all persons having primary origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent or the Pacific Islands); and
(iv) American Indian/Alaskan Native (all persons having primary origins in any of the original peoples of North America and who maintain culture identification through tribal affiliation or community recognition).

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2. Whenever the Contractor or any subcontractor subcontracts a portion of the work, it shall physically include in each subcontract of $5,000 or more the nondiscrimination clause in this contract directly or through incorporation by reference. Any subcontract for work involving a construction trade shall also include the Standard California Construction Contract Specifications, either directly or through incorporation by reference.

3. The Contractor shall implement the specific nondiscrimination standards provided in paragraph 6(a) through (e) of these specifications.

4. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women, shall excuse the Contractor's obligations under these specifications, Government Code, Section 12990, or the regulations promulgated pursuant thereto.

5. In order for the non -working training hours of apprentices and trainees to be counted, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor or the California Department of Industrial Relations.

6. The Contractor shall take specific actions to implement its nondiscrimination program. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor must be able to demonstrate fully its efforts under Steps (a) through (e) below:
a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and at all facilities at which the Contractor's employees are assigned to work. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligations to maintain such a working environment.
b) Provide written notification within seven days to the director of DFEH when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor’s efforts to meet its obligations.
c) Disseminate the Contractor's equal employment opportunity policy by providing notice of the policy to unions and training, recruitment and outreach programs and requesting their cooperation in assisting the Contractor to meet its obligations; and by posting the company policy on bulletin boards accessible to all employees at each location where construction work is performed.

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d) Ensure all personnel making management and employment decisions regarding hiring, assignment, layoff, termination, conditions of work, training, rates of pay or other employment decisions, including all supervisory personnel, superintendents, general foremen, on -site foremen, etc., are aware of the Contractor's equal employment opportunity policy and obligations, and discharge their responsibilities accordingly.
e) Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the equal employment opportunity policy and the Contractor's obligations under these specifications are being carried out.

7. Contractors are encouraged to participate in voluntary associations, which assist in fulfilling their equal employment opportunity obligations. The efforts of a contractor association, joint contractor -union, contractor -community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under these specifications provided that the Contractor actively participates in the group, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's.

8. The Contractor is required to provide equal employment opportunity for all minority groups, both male and female, and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Fair Employment and Housing Act (Gov. Code, Section 12990 et seq.) if a particular group is employed in a substantially disparate manner.

9. Establishment and implementation of a bona fide affirmative action plan pursuant to Section 8104 (b) of this Chapter shall create a rebuttal presumption that a Contractor is in compliance with the requirements of Section 12990 of the Government Code and its implementing regulations.

10. The Contractor shall not use the nondiscrimination standards to discriminate against any person because of race, color, religion, sex, national origin, ancestry, physical handicap, medical condition, marital status or age over 40.

11. The Contractor shall not enter into any subcontract with any person or firm decertified from state contracts pursuant to Government Code Section 12990.

12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and the nondiscrimination clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Government Code Section 12990 and its implementing regulations by the awarding agency. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Government Code Section 12990.

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13. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company equal employment opportunity policy is being carried out, to submit reports relating to the provisions hereof as may be required by OCP and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status, (e.g., mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in any easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, Contractors shall not be required to maintain separate records.

Apprentices
Attention is directed to Section 7 -1.01A(5) of the City of San Jose Standard Specifications and these Special Provisions as follows:

1. Compliance: The Contractor and its subcontractors shall comply with the requirements of the State Apprenticeship Program, as set forth in Section 1777.5 and Chapter 4 of division 3 of the California Labor Code (starting at Section 3070), which collectively are incorporated into this Contract. The Contractor is solely responsible for securing compliance with Section 1777.5 for all apprenticeable occupations.

2. Subcontracts: The Contractor shall include in all of its subcontracts the obligation for subcontractors to comply with the requirements of the State Apprenticeship Program.

3. Evidence of Compliance: The Contractor shall comply promptly with all requests of the Engineer for documentation that the Contractor and its subcontractors are in compliance with the State Apprenticeship Program.

4. Penalties: The Contractor is subject to the penalties set forth in Section 1777.7 of the California Labor Code for a failure to comply with the requirements of Section 1777.5. Section 1777.7 is incorporated into this Contract.

5. Withholding: The Engineer may withhold and retain from payments or moneys due the Contractor the amount of any penalties imposed based on a violation of Section 1777.5 of the California Labor Code. The Engineer’s right to withhold under this provision is separate and independent from any other right to withhold moneys included in this Contract.

Prevailing Wage
Attention is directed to Section 7 -1.01A (2) of the SJSS entitled “Prevailing Wage”, and as determined/published by the Department of Industrial Relations for the state of California – as indicated in the following website: http://www.dir.ca.gov/dlsr/pwd/index.htm. Contractor must post a copy of the applicable prevailing rates at the Project site.

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published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of the contract, each successive predetermined wage rate shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rate expires during the life of this contract, such wage rate shall apply to the balance of the contract.

Copies of the General Prevailing Wage rates can be obtained from the Department of Industrial Relations. Copies of the applicable California Prevailing Wage Rates for this project can be found in Appendix F.

The complete Federal (Davis Bacon) Wage Rates can be found in Appendix F or at the following website under Santa Clara County: http://www.access.gpo.gov/davisbacon/CA.html.

Revisions to the applicable Federal Wage Rates, up to 10 days before bid opening, shall be identified by the issuance of an addendum with the corresponding Internet web site address of where the revisions can be found. The final contract documents signed by and between the City of Campbell and the Contractor, will physically include the Federal Wage Rates, or Federal Wage Rates as revised by addendums if any such addendums have been issued.

If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this contract in the same manner as if it had been published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of the contract, each successive predetermined wage rate shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rate expires during the life of this contract, such wage rate shall apply to the balance of the contract.

The Contractor shall pay the higher of either the State general prevailing wage rates or the Federal minimum wage rates.

Department of Industrial Relations and Certified Payroll Records The Contractor and Subcontractor shall comply with Section 7 -1.01A (3) “Payroll Records” of the SJSS. Contractor must comply with the provisions of Labor Code Sections 1776 and 1812 and all implementing regulations.

Section 7.101A (3) “Payroll Records”, Subdivision (b), Sub-section (2) shall be amended to read as follows:

A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. Electronic certified payroll records shall be submitted weekly for the life of the project to the City’s Project Manager.

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SECTION 8. PROSECUTION AND PROGRESS
General
Attention is directed to the provisions in the Contract, Section 8 -1.03 “Beginning of Work”, Section 8-1.06 “Time of Completion”, and Section 8 -1.07, “Liquidated Damages,” of the CCSS, SJSS, SS, and these Special Provisions.

Hours of Work
Unless otherwise approved in writing by the Project Manager or specified in these Special Provisions, the hours of work for this project are as follows: Monday through Friday, 7:00 AM to 4:00 PM. Saturday work 7:00 AM to 4:00 PM is allowed with written approval and at no extra cost to the City.

The work hours will be strictly enforced. The Project Manager has full authority to implement the working hours and completely shut down the construction operations outside the hours of work specified. Should the provisions of this section not be met, liquidated damages shall be applied.

Time of Completion
The Contractor shall begin work within 5 calendar days after the contract has been approved by the Project Manager.

The Contractor shall diligently prosecute the work to completion before the expiration of the number of days as specified in the Notice Inviting Bids after the date of the first working day. The time of completion shall include all allowances for mobilization and total completion of all work including final punch list work and final clean up. Working days shall be as shown on the Construction Workday Calendar contained in Appendix B.

Contract Sum
The “Contract Sum” shall be the price indicated in Contractor’s signed proposal and as agreed upon by the Contractor and City in the Contract.

Liquidated Damages
Time is of the essence for completion of this project. The Contractor shall pay to the City of Campbell $3,600 per day for each and every calendar day delay in the finishing of the work in excess of working days specified in the Notice Inviting Bids . Liquidated damages shall also be assessed for non-compliance with the requirements stated in "Hours of Work" under Section 10- 1, “General Construction Requirements”, of these Special Provisions.” SECTION 9. MEASUREMENT AND PAYMENT
General Measurement and Payment Requirements
Attention is directed to Section 9, “Measurement and Payment” of the CCSS. The Contractor shall submit in all field quantities completed to date for payment with each monthly pay estimate. The Contractor shall provide, in writing, who from their team will be responsible for field measuring quantities with the Project Manager. Upon completion of a contract bid item, the Contractor’s representative shall field measure the final quantities with the Project Manager .

This agreed upon amount will be considered final and no re -measuring of these field quantities will be allowed without the approval of the City. All supporting documentation required for payment of an item shall be submitted by the Contractor within two pay periods following the

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work. Documentation submitted more than two pay periods after the work was completed will not be paid and the cost of this work shall be borne by the Contractor.

SECTION 10. TECHNICAL PROVISIONS
10-1 CONSTRUCTION REQUIREMENTS
Project Plans
There are no separate plans for this project. The descriptive specifications, details, diagrams, location map, and photos included in the specifications are considered the Plans.

Mobilization
Mobilization shall not be separately paid for but shall be considered as included in the payments for other items of work. This shall include full compensation for furnishing all labor and materials, including tools, equipment and incidentals, and for performing all of the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of equipment and materials as specified in the CCSS, SJSS, SJSD, SS, SSP, these Special Provisions, and as directed by the Project Manager.

Progress Schedule/Record Drawings
Attention is directed to Section 8 -1.04, “Progress Schedule,” of the CCSS and Section 5 -1.04A, “Record Drawings,” of the SJSS.

Contractor shall submit updated progress schedules and record drawings to the Project Manager as a condition of approval for the monthly progress payments and final progress payment, respectively.

Cooperation
Attention is directed to Section 7-1.14, “Cooperation,” a nd 8 -1.10, “Utility and Non -Highway Facilities” of the SJSS.

It is the Contractor’s responsibility to coordinate the removal, relocation, raising to grade, installation of new facilities, or any other utility work as shown on the plans or indicated in the specifications with the appropriate utility company. The Contractor shall provide advance notification and shall allow sufficient time and workspace for the utility company to complete the work necessary.
24-Hour Contact Number
The Contractor shall assign a project superintendent who has the complete authority to make decisions on behalf of the Contractor. The project superintendent shall be on the job at all times during construction and shall be available and on call 24 -hours a day for the duration of the project. The Contractor shall provide to the Project Manager and to the Campbell Police Department a 24 -hour contact number for the project superintendent. This number shall not direct calls to a recorder or other message taking service.

Meetings
Prior to commencement of any work on the project, a pre -construction conference will be scheduled by the City for the purpose of review and discussion of the project schedule and

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construction procedures. The Contractor’s project manager and/or project superintendent and representatives from all listed subcontractors shall be required to attend the pre -construction conference. The Contractor shall prepare and submit at the pre -construction meeting the proposed project schedule, water pollution control plan, traffic control plan, public notification letter, and other submittals as specified under Special Provision Section 6, “ Control of Materials.”
The Contractor shall also schedule and conduct weekly field meetings at locations to be determined by the City. The meetings shall be held at the same time and place each week and shall include all subcontractors working on the project or scheduled to work on the project during the week of the meeting. The Contractor shall notify the Project Manager of the time, date, and location of these meetings 72 -hours in advance of the first meeting. Detailed schedules for the following two weeks shall be submitted to the Project Manager at each weekly meeting.

Waste Haulers and Recycling Operations
The Contractor shall not impair or impede waste hauler and recycling operations scheduled to be conducted within the project area. It is the Contractor’s responsibility to determine which waste hauler and recycling operators are scheduled to operate within the project area, and to develop a project schedule that will not impair or impede the waste hauler or recycling operations.

Project Appearance and Street Sweeping
The Contractor shall maintain a neat appearance to the work site. Debris developed during construction shall be disposed concurrently with its generation. Stockpiling of debris or construction materials shall not be allowed unless otherwise approved by the Project Manager.

Parking at the Community Center used by the contractor’s forces shall be swept daily and immediately following all construction operations. Should the Contractor fail to perform these duties, the Project Manager, at the Project Manager’s sole discretion, may elect to have the City or contract others to perform these duties, deducting the expenses incurred from any money due, or to become due to the Contractor.

Notwithstanding these specifications, the use of any public property or public rights of way locations as construction staging points is prohibited, unless specifically approved by the Project Manager.

Dust/Erosion/Drainage Control
Provide temporary erosion, dust, and drainage control measures during construction. Follow best management practices as recommended by Santa Clara County Non -Point Source Pollution Control Board. The Contractor shall conform to the City’s ordinance and Best Management Practices (BMP) for the Construction Industry preventing contamination of the City’s Storm Drain System. A copy of the Ordinance and the BMP’s are included in Appendix C and D.

Upon failure of the Contractor to remove the dust nuisance within two (2) hours after notification by the Project Manager, the City may order that such work be done by others and all costs therefore shall be deducted from monies owed or to be owed to the Contractor. The contractor shall not be relieved of responsibility to perform the dust nuisance work.

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Recycled Water/Non-Potable Water
For the life of the project the Contractor shall comply with Drought Stage 3 requirements of the City Ordinance 2190 of the Campbell Municipal Code entitled “Potable Water Use Restrictions.” Examples of construction related activities include the following: grading, compaction, concrete wetting, dust control, landscape irrigation, pressure washing, sewer flushing, trenching, backfilling and excavation.

Recycled/Non-potable water can be obtained through South Bay Water Recycling (SBWR), a recycled water wholesaler. Contractors must complete a free training at the SBWR facility for at least two hours and have their water trucks inspected and labeled before they can obtain meters from the recycled water retailers including San Jose Water Company or San Jose Municipal Water Company. Additional information regarding this facility, fact sheet, frequently asked questions, user agreement, and map of recycled water access points are found in Appendix E.

The Contractor may also call SWBR at (408) 277-3671.

The Contractor shall provide certified recycled/non -potable water truck(s) for construction activities during construction hours, including clean-up operations.

The Contractor shall apply for the required encroachment permits, tow -away permit, and/or hazardous materials storage system permit from the applicable agencies (with copies of the form and application submitted to the Project Manager) prior to beginning work in the affected areas. The Contractor shall submit copies of the permits, once issued, to the Project Manager.

The Contractor shall submit to the Project Manager for review a Water Supply Plan and copies of the truck(s) and driver(s) certification(s) to handle recycled/non-potable water.

Payment for compliance with this section shall be deemed included in the various other items of the work, and no additional compensation will be allowed therefor.

Measurement and Payment
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all of the work involved in compliance with the Plans, Specifications and Special Provisions of Section 10-1, “Construction Requirements”, shall be deemed included in the price paid for other contract items and no additional compensation shall be allowed therefore. 10-2 PUBLIC SAFETY

Maintenance of Pedestrian Access and Circulation
Safe pedestrian access and circulation that is fully wheelchair accessible shall be maintained by the Contractor around the project area. All walkways, pedestrian crossings, ramps and other pedestrian facilities removed or blocked by the Contractor’s operations shall be replaced with temporary facilities including proper signage unless otherwise approved by the Project Manager.

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Access Requirements
The Contractor shall maintain access to all businesses and public facilities at all times unless otherwise approved by the Project Manager.

10-3 EXISTING FACILITIES

General
Existing Facilities shall conform to Section 15, “Existing Facilities” of the SJSS and CCSS, the plans and these Special Provisions and all other applicable project specifications.

Protect Existing Facilities To Remain
The Contractor shall work around and protect all existing improvements to remain, including but not limited to existing utilities, monumentation, benchmarks, storm drainage facilities, utility vaults, traffic detector loops, home runs and handholes, concrete and asphalt concrete pavement, pavement markings, landscaping, irrigation facilities, and appurtenances that are within or adjacent to the construction areas.

The Contractor shall notify Underground Service Alert (USA) prior to beginning any work.

Notification shall be in full compliance with USA. At the conclusion of the project, the Contractor must remove all USA markings from all paved and concrete surfaces throughout the job site without damaging said surfaces. The method of removing the USA markings is at the Contractor’s discretion.

The Contractor is responsible for locating and field verifying the locations of all existing utilities prior to all construction activities and protecting all facilities during construction. The Contractor shall protect existing electroliers/streetlights when placing construction signs.

The Contractor shall immediately repair or remove and replace any item damaged or injured by his operations at his sole expense and to the satisfaction of the Project Manager . The Contractor shall immediately notify the appropriate owner of the improvement or facility and the Engineer of any damage as a result of his operations to existing improvements or facilities. If the improvement belongs to a private residence and the property owner or occupant is not at home, such notification shall be attached to the front door of the property. All underground facilities that are damaged by the Contractor during construction shall be restored by the Contractor within two (2) hours after the damage is done.

All existing improvements, including but not limited to, irrigation systems, brick work, stonework, fences, mailboxes, turf and landscaping, on public right -of-way which are obstacles to forming operations may be removed as necessary for this type of work. The Contractor shall notify the adjacent property owner and the Project Manager prior to removal of any existing improvements. After removing the forms, all the existing improvements shall be restored to their original or better condition at no additional cost to the City. If the Contractor fails to comply in providing the necessary restoration work as defined, the Project Manager may elect to have the City or other contract forces perform all these duties, deducting all the expenses incurred from any moneys that are due, or to become due, to the Contractor. By exercising this option, the Contractor is in no way relieved of the responsibilities to perform these duties.

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10-4 DEMOLITION
PART 1 – GENERAL
Description of Work
A. Remove and dispose of the existing roofing surface materials and all other materials necessary within the project scope. The contractor is responsible for the proper disposal of all materials generated as part of this contract. Due and care shall be exercised to avoid damage to the existing roof substructure material during the removal of the existing roof surface. The contractor shall assume all responsibility and cost associated with any damage to the exiting base surface caused by the removal operation.

Review
A. Contractor shall review with Engineer the exact limits of work and the extent of materials to be removed.

1. The City assumes no responsibility for the actual condition of items or structures to be demolished.

2. Prior to commencing work, perform a site survey to identify existing areas of damage to adjacent building areas and other buildings.

Standards
A. All work shall conform to ANSI A10.6, Safety Requirements for Demolition Operations and to all City/County codes and regulations.

Schedule
PART 2 – EXECUTION
General Operations
A. Clean-up: Remove debris, rubbish and other materials resulting from demolition operations from the construction site. Transport and legally dispose of materials off-site.

B. Damage Repairs: Promptly repair damages caused to adjacent facilities by demolition work at no cost to the City.

Removals
A. General: Strip the site of all materials not to remain as part of the finished work.

All such materials shall be legally disposed of off -site at the Contractor's expense, except as otherwise noted on the drawings. Items to be disposed of off- site include but are not limited to the following:

1. Existing roofing materials

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B. The operation shall be controlled and contained so as not to impair the safe passage of traffic adjacent to the building.

Utilities and Public Facilities
A. Utility Protection: Where any marked or unmarked utility lines or other underground obstruction or piping is encountered within the work area, notify the Engineer and the agencies or service utility companies having jurisdiction thereof, and take necessary measures to prevent interruption of service (if live).

Should such lines or service be damaged, broken, or interrupted, those services shall be repaired immediately and restored by the Contractor at his or her own expense. Contractor to protect, maintain, and operate remaining irrigation, water, and electricity to remaining park operation throughout duration of construction.

B. Abandoned Utilities: Abandoned lines, meters and boxes, obstructions or piping shall be removed, plugged or capped in accordance with the requirements and approval of the agencies affected.

C. Public Facilities: It shall be the responsibility of the Contractor to ascertain whether any public facilities exist along the line of work, whether or not shown on the plans. The Contractor shall, at the Contractor’s expense, do any necessary work to save from damage all such property in or adjacent to the work, and shall repair all damage thereto caused by the Contractor’s operations.

PART 3 – MEASUREMENT AND PAYMENT
10-5 ROOFING REPAIRS

Contractor Quality Control
A. The CONTRACTOR and MANUFACTURER must have a minimum of 5 years of experience in the installation of modified bituminous roofing materials in the California market.

B. The CONTRACTOR shall be able to furnish evidence that they have been in business for a period of not less than 3 years, under the present name, and if required, furnish financial statements for each of the past 3 years.

C. The MANUFACTURER must have a minimum of 10 years of experience with modified bituminous roofing materials.

D. All components must be MANUFACTURED in the United States in an ISO 9001:2008 Certified facility to ensure the highest quality materials.

E. CONTRACTOR is to provide a list of completed facilities utilizing the same product as specified.

F. All components must be MANUFACTURED in the United States.

G. The CONTRACTOR must supply a third party insured warranty covering this project.

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BUILDING L ROOF REPAIRS (Base Bid)

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all of the work involved in compliance with the Plans, Specifications and Special Provisions of Section 10 -29 “Building M Roof Replacement ”, shall be included and paid for in the lump sum (LS) price paid for:

1. Tear off and disposed of areas of concern low slope roof system down to the sheathing and dispose of properly.

2. Demo pipe jacks, vent hoods, counter flashings, edge metal, gutters, downspouts, and replace as/if needed.

3. Tack nail HPR Glasbase to wood sheathing as/if needed.

4. Mechanically fasten ½” Dens Deck Prime per wind uplift calculations.

5. Remove and replace gutter and edge metals with new 22 ga. sheet metal.

6. Install Stressbase 120 in GreenLock Adhesive at 2 gal/sq., and Stressply FR Mineral in GreenLock Adhesive at 2 gal/sq.

7. Install Stressbase 80 Primium in GreenLock Flashing Adhesive at 5 gal/sq, Stressply EUV FR Mineral in GreenLock Flashing Adhesive at 5 gal/sq.

8. New flashings, unit counter flashing, new dura block sleepers, pipe jacks, etc

9. Install new Dura Walk Conduit Sleepers throughout.

10. Coat roof with Pyramic Plus LO at 1.5 gal base coat, 1.5 gal top coat

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SECTION 06 5100

ROUGH CARPENTRY

1. PART 1 GENERAL

1.01 SUMMARY
A. This section specifies rough carpentry, including all framing, and sheathing.

1. All damaged or dry rot wood to be replaced ‘like in kind’.

1.02 RELATED SECTIONS
A. Section 07000 - Scope of Work Milestones
B. Section 07015 - Preparation for roof replacement
C. Section 07610 – Sheet metal flashing and trim

1.03 QUALITY ASSURANCE
A. Furnish materials complying with the following:

1. Softwood Lumber.
a. Graded in accordance with the latest edition of "Standard Grading Rules No. 17,” WCLIB, or "Western Grading Rules," WWPA. Lumber grades specified below are taken from " Standard Grading Rules, No.

17." Equal grades from "Western Grading Rules" are acceptable.

Furnish lumber bearing a recognized grading bureau mark or a "Certificate of Grade" may be substituted. Where a grade for Douglas Fir (DF) species is indicated, other species, if approved by the COR, may be supplied on an equal stress grade basis.

2. Pressure Treatment.
a. Waterborne, conforming to AWPA C2, AWPA P5.

3. Plywood.
a. Graded in accordance with APA PS 1-95. Furnish panels identifiable by a grade trademark of a recognized grading association. Index numbers listed (i.e. 24/0) may be larger but not smaller than shown.

4. All materials and construction techniques shall meet applicable Local codes or the requirements herein, whichever is stricter.

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2. PART 2 - PRODUCTS

2.01 MATERIALS
A. Lumber.

1. Furnish S4S lumber, unless otherwise shown on drawings. Furnish lumber with a moisture content of 19 percent or less for material 3 inches and less in nominal thickness, unless otherwise specified.

B. 15 lb. felt.

1. Install under pressure treated wood in contact with concrete.

C. Framing Members.

1. Beams.
a. 4 inches and less in width: No.2, DF, S-dry.
b. 5 inches and wider: No. 1 DF.

2. Joists and Stair Stringers.
a. No. 2, DF, S-dry.

3. Rafters.
a. No. 2, DF, S-dry.

4. Studs & Plates (2 x 4 and smaller): Stud or standard grade, DF, Larch, Hemlock, S-dry.

5. Headers.
a. No. 2, DF, Larch, Hemlock, S-dry.
b. Studs and Plates (2 x 6 and larger): No. 2, DF, Larch, Hemlock, S-dry. c. Blocking.
1) Standard grade, DF, Larch, Hemlock, S-dry.

6. Columns.
a. No. 1, DF.

D. Subfloor.

1. 1/2-inch CDX plywood 32/16.

2. 2 x 6 T&G decking, Commercial Dex., DF, S-dry.

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E. Exterior Sheathing.

1. Roof Sheathing.
a. (Concealed Surfaces) 5/8-inch CDX ext. plywood, 24/0; (Exposed surface) 1/2-inch C-C ext., plywood 24/0.
b. (Concealed Surfaces) 3/4-inch C-C ext. plywood, 30/12; (exposed surfaces and soffits) 1 x 6, T&G, "B" finish, KD, WRC.
c. 2 x 6, T&G, decking, Commercial Dex., DF, S-dry.

2. Wall Sheathing.
a. 1/2-inch CDX, plywood 24/0.

3. PART 3 - EXECUTION

3.01 CONSTRUCTION
A. Framing.

1. Make joints in beam and girders over supports unless shown otherwise on the drawings.

2. Nail built-up girders from both sides with 16d nails at 30 inches on center staggered in 2 rows. Provide 2 nails at each end of each piece and each splice.

3. Set sills level and anchored on the foundation. Set in a full bed of Portland Cement mortar, if necessary to obtain full bearing. Provide flat washers on all anchor bolts.

4. Set joist with crown side up. Install solid blocking over supports. Provide a minimum of 1-1/2-inch bearing for each joist. Nail with two 16d nails at each bearing. Double joists under parallel partitions and at all openings.

5. Toenail rim joists to sill with 8d nails 16 on center.

6. Lap joists over girders 4 inches minimum. Nail with three 16d nails from each side.

7. Notching of joist will be allowed in the end 1/3 of the span only. Limit notching to 1/6 of the joist depth.

8. Set rafters with crown edge up. Cut birds-mouths to provide full bearing. Nail rafters to top plate with two 8d nails and to ceiling joists with three 16d or five 10d nails.

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9. Fabricate trusses as shown on the drawings. Nail to top plate with four 10d nails. Install framing anchors where shown on the drawings.

10. Provide continuous length studs. Nail studs to top plate with four 8d toenails or two 16d end nails.

11. Install full length cripples at all openings. Nail cripples to studs with 16d nails at 24 inch on center. Toenail cripple to header with two 8d nails.

12. Provide headers, over opening, of a size indicated below:

Maximum 3'-6" span 2-2x6's
Maximum 5'-0" span 2-2x8's
Maximum 6'-6" span 2-2x10's
Maximum 8'-0" span 2-2x12's
Maximum 8'-0" span 2-2x12's

13. Space header material with plywood or surfaced lumber to equal the stud depth.

14. End nail studs to header with three 16d nails.

15. Do not splice columns. Cut ends square to provide full bearing. Nail columns top and bottom with four 16d toenails, or as shown on drawings.

B. Subfloor.

1. Lay plywood subfloor with face grain at right angles to supports.

2. Space panel ends and edges 1/32 inch. Stagger end joints. Nail with 8d nails 6 inch on center at edges, and 10 inch on center intermediate supports.

3. Install 2 inch T&G subfloor at right angles to the supports. Make joints over supports, unless end matched. Stagger end joints a minimum of 1 span.

Nail with two 16d nails at each support, 1 blind nail and 1 face nail.

C. Exterior Sheathing.

1. Install roof sheathing at right angles to supports. Stagger end joints a minimum of 1 span. Nail with two 8d nails at each support.

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2. Apply plywood roof sheathing with the face grain at right angles to supports.

Stagger end joints. Nail with 8d nails 6 inch on center at edges and 12 inch on center at intermediate supports.

3. Apply 1x6 inch T&G roof sheathing at right angles to supports. Make all joints over supports. Stagger end joints. Nail with two 8d nails at each support.

4. Install 2 inch T&G roof sheathing at right angles to supports. Make joints over supports, unless end matched. Stagger end joints a minimum of 1 span.

Nail with two 16d nails at each support, 1 blind nail and 1 face nail.

5. Apply plywood wall sheathing with the face grain vertical. Nail with 6d nails at 6 inch on center at edge and 12 inch on center at intermediate supports.

E. Treated Wood.

1. Field treat cuts and holes in pressure treated members with copper naphthenate.

F. Exposed Hardware.

1. Provide rough hardware for the proper installation of work. Install hot-dipped galvanized hardware, nails, bolts, etc. at locations exposed to the weather.

END OF SECTION

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SECTION 07 0150

PREPARATION FOR ROOF REPLACEMENT
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Removal of existing roofing system in preparation for modified bitumen roofing system.

1.02 RELATED REQUIREMENTS
A. Section 06510 - Rough Carpentry.

B. Section 07610 Sheet Metal flashing and trim

1.03 PROJECT CONDITIONS
A. Conform to applicable regulatory procedures when hazardous or contaminated materials are discovered.

B. Schedule work to coincide with commencement of installation of new roofing system.

C. Remove only existing roofing materials that can be replaced with new materials the same day.

D. Coordinate the work with other affected mechanical and electrical work associated with roof penetrations.

E. Do not disable or disrupt building fire or life safety systems without 10 (ten) days' prior written notice to Owner.

F. Do not close or obstruct egress from any building exit or site exit.

G. Conduct roof removal to minimize interference with adjacent and occupied building areas.

H. Use all means necessary to protect existing objects, construction and plantings designated to remain. In the event of damage, make all repairs and replacements necessary for approval of Owner at no additional cost to the Owner.

I. Protective measures: Provide all necessary safeguards, including warning signs and lights, barricades, and the like, for protection of the public, Contractor's employees and existing improvements during demolition. Prevent access of unauthorized persons to area of work
J. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of work being performed and the best methods for its execution and who shall direct all work performed under this Section.

K. Control the use of water to prevent damage to the existing facilities to remain. Provide wet vacuum equipment where water, such as waste cooling water from concrete sawing or water used as dust emollient, is used adjacent to and in existing buildings.

L. Cease operations immediately if structure appears to be in danger and notify Owner’s rep. Do not resume operations until directed.

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1.04 SCHEDULING
A. Schedule work under the provisions of Section 01310.

B. Schedule work to coincide with Solar and HVAC roof work.

C. Coordinate preparation for roofing with other trades to assure the proper sequence, limits, methods and time of performance. Schedule work so as to impose a minimum of hardship on the present operation of facilities and the performance of the work of other trades or contracts.

D. Describe removal procedures and schedule.

1.05 FIELD CONDITIONS
A. Do not remove existing roofing membrane when weather conditions threaten the integrity of the building contents or intended continued occupancy.

B. Maintain continuous temporary protection prior to and during installation of new roofing system.

PART 2 PRODUCTS

2.01 MATERIALS
A. Temporary Protection: Sheet polyethylene; provide weights and temporary fasteners to retain sheeting in position.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that existing roof surface is clear and ready for work of this section.

3.02 PREPARATION
A. Provide, erect, and maintain temporary barriers at locations required to prevent unauthorized access to area of work.

B. Inspect the area of work and verify locations of all items designated to be removed or preserved.

C. Do not begin work until temporary barricades, warning signs and other forms of protection are installed.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued occupancy of adjacent buildings.

F. Protect existing equipment, materials and features that are not to be demolished or removed for re-installation.

G. Prevent movement of structure; provide bracing and shoring.

1. Be responsible for the adequacy and design of all temporary shoring and bracing systems.

H. Notify affected utility companies before starting work and comply with their

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requirements.

1. Mark location and termination of utilities.

2. Provide appropriate temporary signage including signage for exit or building egress.

I. Sweep roof surface clean of loose matter.

J. Remove loose refuse and dispose of offsite.

3.03 MATERIAL REMOVAL
A. Disconnect, cap, and identify designated utilities within removal areas.

B. Remove metal flashings as required.

C. Remove roofing membrane, shingles, perimeter base flashings, flashings around roof protrusions, pitch pans and pockets as required.

E. Repair existing wood deck surface to provide smooth working surface for new roof system.

F. Work not mentioned to be removed that interferes with new construction shall be cut to clean cut lines to provide for proper interface with new construction, or patching and repair, as required for scope of work indicated.

3.04 PROTECTION
A. Provide temporary protective sheeting over uncovered deck surfaces.

B. Turn sheeting up and over parapets and curbing. Retain sheeting in position with temporary fasteners.

C. Provide for surface drainage from sheeting to existing drainage facilities.

D. Do not permit traffic over unprotected or repaired deck surface.

3.05 SALVAGE
A. Items indicated to be re-installed shall be removed carefully, cleaned and stored in a protected location on or off the site until re-installed.

3.06 PATCHING
A. Patch materials to remain when damaged by this work. Finish materials and appearance of the patch or repair work shall match the existing contiguous materials and finishes in all respects and shall be approved by Owner.

B. Where materials are removed oversize or in improper location, replace the excess removed material as instructed by Owner at no additional cost to the Owner.

3.07 RE-INSTALLATION
A. Re-Install removed items as indicated on roof plans or details. Securely attach, provide watertight, weatherproof installation.

3.08 CLEAN-UP AND DISPOSAL
A. Debris, waste, and removed materials, other than items to be salvaged, are Contractor's property for legal disposal off the site, as required by applicable Federal and State regulations. Continuously clean up and remove these items. Do not allow

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removed items to accumulate.

B. Leave the site in a neat and orderly condition prepared for the work of other trades.

END OF SECTION

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SECTION 07550

MODIFIED BITUMINOUS MEMBRANE ROOFING
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Cold Applied 2-Ply Solvent Free Asphalt Roofing (StressPly, OptiMax, or Versiply). (2.5)(3.4)

1.2 RELATED SECTIONS
A. Section 05050 - Roof Deck Substrate Preparation.

B. Section 05300 - Metal Roof Deck.

C. Section 06100 - Rough Carpentry.

D. Section 06114 - Wood Blocking and Curbing: Wood nailers and cant strips.

E. Section 07220 - Insulation Board: Insulation and fastening.

F. Section 07620 - Sheet Metal Flashing and Trim: Weather protection for base flashings.

G. Section 07710 - Manufactured Roof Specialties: Counter flashing gravel stops, and fascia.

H. Section 07724 - Roof Hatches: Frame and integral curb; Counter flashing.

I. Section 08620 - Unit Skylights: Skylight frame and integral curb and counter flashing.

J. Section 08630 - Metal-Framed Skylights: Skylight frame and integral curb and counter flashing.

K. Section 08950 - Translucent Wall and Roof Assemblies: Counter flashing L. Section 08960 - Sloped Glazing Assemblies: Counter flashing.

M. Section 15120 - Piping Specialties: Roof Drains, Sumps.

1.3 REFERENCES
A. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.

B. ASTM D 312 - Standard Specification for Asphalt used in Roofing.

C. ASTM D 451 - Standard Test Method for Sieve Analysis of Granular Mineral Surfacing for Asphalt Roofing Products.

D. ASTM D 1970 - Specification for Sheet Materials, Self-Adhering Polymer Modified Bituminous, Used as Steep Roofing Underlayment for Ice Dam Protection.

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E. ASTM D 1079 Standard Terminology Relating to Roofing, Waterproofing and Bituminous Materials.

F. ASTM D 1227 Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing.

G. ASTM D 1863 Standard Specification for Mineral Aggregate Used as a Protective Coating for Roofing.

H. ASTM D 2178 Standard Specification for Asphalt Glass Felt Used in Roofing and Waterproofing.

I. ASTM D 2824 Standard Specification for Aluminum-Pigmented Asphalt Roof Coating.

J. ASTM D 4586 Standard Specification for Asphalt Roof Cement, Asbestos-Free.

K. ASTM D 4601 Standard Specification for Asphalt Coated Glass Fiber Base Sheet Used in Roofing.

L. ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials.

M. ASTM D 6162 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements.

N. ASTM D 6163 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements.

O. ASTM D 6164 - Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements.

P. ASTM D 6754 - Standard Specification for Ketone Ethylene Ester (KEE) Sheet Roofing.

Q. ASTM D 6757 - Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing.

R. ASTM E 108 - Standard Test Methods for Fire Test of Roof Coverings S. Factory Mutual Research (FM): Roof Assembly Classifications.

T. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual.

U. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual.

V. Underwriters Laboratories, Inc. (UL): Fire Hazard Classifications.

W. Warnock Hersey (WH): Fire Hazard Classifications.

X. ANSI-SPRI ES-1 Wind Design Standard for Edge Systems used with Low Slope Roofing Systems.

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Y. ASCE 7, Minimum Design Loads for Buildings and Other Structures Z. UL - Fire Resistance Directory.

AA. FM Approvals - Roof Coverings and/or RoofNav assembly database.

BB. FBC - Florida Building Code.

CC. Miami-Dade Building Code Compliance - N.O.A. (Notice of Acceptance).

DD. California Title 24 Energy Efficient Standards.

1.4 DESIGN / PERFORMANCE REQUIREMENTS
A. Perform work in accordance with all federal, state and local codes.

B. Exterior Fire Test Exposure: Roof system shall achieve a UL, FM or WH Class rating for roof slopes indicated on the Drawings as follows:

1. Factory Mutual Class A Rating.

2. Underwriters Laboratory Class A Rating.

3. Warnock Hersey Class A Rating.

C. Design Requirements:

1. Uniform Wind Uplift Load Capacity
a. Installed roof system shall withstand negative (uplift) design wind loading pressures complying with the following criteria. 1) Design Code: ASCE 7, Method 2 for Components and Cladding. 2) Importance Category:
a) I.
b) II.
c) III.
d) IV
3) Importance Factor of:
a) 0.77
b) 1.0
c) 1.15
d) 2.0
4) Wind Speed: ___ mph
5) Ultimate Pullout Value: ___ pounds per each of the fastener 6) Exposure Category:
a) B.
b) C.
c) D.
7) Design Roof Height: ___ feet.
8) Minimum Building Width: ___ feet.
9) Roof Pitch: ___ :12.
10) Roof Area Design Uplift Pressure:
a) Zone 1 - Field of roof ___ psf
b) Zone 2 - Eaves, ridges, hips and rakes ___ psf
c) Zone 3 - Corners ___ psf

2. Snow Load: ___ psf.

3. Live Load: 20 psf, or not to exceed original building design.

4. Dead Load:

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a. Installation of new roofing materials shall not exceed the dead load capacity of the existing roof structure.

D. Energy Star: Roof System shall comply with the initial and aged reflectivity required by the U.S. Federal Government's Energy Star program.

E. LEED: Roof system shall meet the reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.

F. Roof System membranes containing recycled or bio-based materials shall be third party certified through UL Environment.

G. Roof system shall have been tested in compliance with the following codes and test requirements:

1. Florida FBC (For use outside Miami-Dade and Broward Counties):
a. Membrane Systems FL____
b. Roofing Underlayments FL_____
c. Roofing Cements and Coatings FL____

2. Miami-Dade County:
a. Self-Adhered Membrane Systems Over:
1) Concrete Decks N.O.A.
2) Lightweight Concrete Decks N.O.A.
3) Recover Decks N.O.A.
4) Steel Decks N.O.A.
5) Wood Decks N.O.A.
b. Torch and Mop Membrane Systems Over
1) Concrete Decks N.O.A.
2) Lightweight Concrete Decks N.O.A.
3) Recover Decks N.O.A.
4) Steel Decks N.O.A.
5) Wood Decks N.O.A.
c. Roofing Underlayments
1) Garland Underlayments N.O.A.
d. Roofing Cements and Coatings
1) Garland Coatings and Mastics N.O.A.

3. Cool Roof Rating Council:
a. CRRC Directory CRRC ____

4. International Code Council Evaluation Service (ICC-ES):
a. Membrane Systems
1) ESR-_____
b. Roofing Underlayments
1) Garland Underlayments ESR-_____
2) Surfacing UDL ESR-_____

5. Texas Department of Insurance:
a. Product Evaluation RC-___

6. Underwriters Laboratories:
a. Certification TGFU.R________

7. Warnock Hersey
a. ITS Directory of Listed Products

8. FM Approvals:

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a. RoofNav Website

1.5 SUBMITTALS
A. Submit under provisions of Section 01300.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation instructions.

C. Shop Drawings: Submit shop drawings including installation details of roofing, flashing, fastening, insulation and vapor barrier, including notation of roof slopes and fastening patterns of insulation and base modified bitumen membrane, prior to job start.

D. Design Pressure Calculations: Submit design pressure calculations for the roof area in accordance with ASCE 7 and local Building Code requirements. Include a roof system attachment analysis report, certifying the system's compliance with applicable wind load requirements before Work begins.

E. LEED Submittals: Provide documentation of how the requirements of Credit will be met:

1. List of proposed materials with recycled content. Indicate post-consumer recycled content and pre-consumer recycled content for each product having recycled content.

2. Product data and certification letter indicating percentages by weight of post- consumer and pre-consumer recycled content for products having recycled content.

3. Product reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.

F. Recycled or Bio-Based Materials: Provide third party certification through UL Environment of roof System membranes containing recycled or bio based materials.

G. Verification Samples: For each modified bituminous membrane ply product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.

H. Manufacturer's Certificates: Provide to certify products meet or exceed specified requirements.

I. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147.

J. Manufacturer's Fire Compliance Certificate: Certify that the roof system furnished is approved by Factory Mutual (FM), Underwritters Laboratories (UL), Warnock Hersey (WH) or approved third party testing facility in accordance with ASTM E108, Class A for external fire and meets local or nationally recognized building codes.

K. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic inspection and maintenance of all completed roofing

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work. Provide product warranty executed by the manufacturer. Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on roofing and associated work.

1.6 QUALITY ASSURANCE
A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual.

B. Manufacturer Qualifications: Company specializing in manufacturing products specified with documented ISO 9001 certification and minimum of twelve years of documented experience and must not have been in Chapter 11 bankruptcy during the last five years.

C. Installer Qualifications: Company specializing in performing Work of this section with minimum five years documented experience and a certified Pre-Approved Garland Contractor.

D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all phases of roofing work while roofing work is in progress.

E. Product Certification: Provide manufacturer's certification that materials are manufactured in the United States and conform to requirements specified herein, are chemically and physically compatible with each other, and are suitable for inclusion within the total roof system specified herein.

F. Source Limitations: Obtain all components of roof system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer. Upon request of the Architect or Owner, submit Manufacturer's written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.

1.7 PRE-INSTALLATION MEETINGS
A. Convene minimum two weeks prior to commencing Work of this section.

B. Review installation procedures and coordination required with related Work.

C. Inspect and make notes of job conditions prior to installation:

1. Record minutes of the conference and provide copies to all parties present.

2. Identify all outstanding issues in writing designating the responsible party for follow-up action and the timetable for completion.

3. Installation of roofing system shall not begin until all outstanding issues are resolved to the satisfaction of the Architect.

1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened packaging with labels intact until ready for installation.

B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct exposure to the elements until time of application. Store materials at least 4 inches above ground level and covered with "breathable" tarpaulins.

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C. Stored in accordance with the instructions of the manufacturer prior to their application or installation. Store roll goods on end on a clean flat surface except store KEE-Stone FB 60 rolls flat on a clean flat surface. No wet or damaged materials will be used in the application.

D. Store at room temperature wherever possible, until immediately prior to installing the roll. During winter, store materials in a heated location with a 50 degree F (10 degree C) minimum temperature, removed only as needed for immediate use. Keep materials away from open flame or welding sparks.

E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the Architect/Engineer.

F. Adhesive storage shall be between the range of above 50 degree F (10 degree C) and below 80 degree F (27 degree C). Area of storage shall be constructed for flammable storage.

1.9 COORDINATION
A. Coordinate Work with installing associated metal flashings as work of this section proceeds.

1.10 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.11 WARRANTY
A. Upon completion of the work, provide the Manufacturer's written and signed NDL Warranty, warranting that, if a leak develops in the roof during the term of this warranty, due either to defective material or defective workmanship by the installing contractor, the manufacturer shall provide the Owner, at the Manufacturer's expense, with the labor and material necessary to return the defective area to a watertight condition.

1. Warranty Period:
a. 30 years from date of acceptance.

B. Installer is to guarantee all work against defects in materials and workmanship for a period indicated following final acceptance of the Work.

1. Warranty Period:
a. 3 years from date of acceptance.

PART 2 PRODUCTS

2.1 MANUFACTURERS
A. Acceptable Manufacturer: Garland Company, Inc. (The); 3800 E. 91st St., Cleveland, OH 44105. ASD. Toll Free: 800-321-9336. Phone: 216-641-7500. Fax:
216-641-0633. Web Site: www.garlandco.com.

B. Requests for substitutions will be considered in accordance with provisions of Section 01600.

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C. The Products specified are intended and the Standard of Quality for the products required for this project. If other products are proposed the bidder must disclose in the bid the manufacturer and the products that they intend to use on the Project. If no manufacturer and products are listed, the bid may be accepted only with the use of products specified.

1. Bidder will not be allowed to change materials after the bid opening date.

2. If alternate products are included in the bid, the products must be equal to or exceed the products specified. Supporting technical data shall be submitted to the Architect/ Owner for approval prior to acceptance.

3. In making a request for substitution, the Bidder/Roofing Contractor represents that it has:
a. Personally investigated the proposed product or method, and determined that it is equal or superior in all respects to that specified. b. Will provide the same guarantee for substitution as for the product and method specified.
c. Will coordinate installation of accepted substitution in work, making such changes as may be required for work to be completed in all respects. d. Will waive all claims for additional cost related to substitution, which consequently become apparent.
e. Cost data is complete and includes all related cost under his/her contract or other contracts, which may be affected by the substitution. f. Will reimburse the Owner for all redesign cost by the Architect for accommodation of the substitution.

4. Architect/ Owner reserves the right to be the final authority on the acceptance or rejection of any or all bids, proposed alternate roofing systems or materials that has met ALL specified requirement criteria.

5. Failure to submit substitution package, or any portion thereof requested, will result in immediate disqualification and consideration for that particular contractors request for manufacturer substitution.

2.2 COLD APPLIED 2-PLY SOLVENT FREE ASPHALT ROOFING - STRESSPLY,

OPTIMAX, OR VERSIPLY
A. Nailable Base Sheet: One ply fastened to the deck per wind uplift calculations.

1. VersiPly 40:

B. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive:

1. StressBase 120:

C. Modified Cap (Ply) Sheet: One ply bonded to the prepared substrate with interplay adhesive.

1. StressPly FR Mineral:

D. Interply Adhesive: (Layer 1 and 2)

1. Green-Lock Plus Membrane Adhesive:

E. Flashing Base Ply: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.

1. StressBase 80:

F. Flashing Cap (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive: except torch sheet.

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1. StressPly EUV FR Mineral:

G. Flashing Ply Adhesive:

1. Green-Lock Plus Flashing Adhesive:

H. Surfacing: Requires 30 days wait before applying.

1. Aggregate/Flood Coat
a. Green-Lock Plus White Adhesive and Garla-Block 2K Primer:

2. Surface Coatings
a. Pyramic Plus LO:

PART 3 EXECUTION

3.1 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.

B. Inspect and approve the deck condition, slopes and fastener backing if applicable, parapet walls, expansion joints, roof drains, stack vents, vent outlets, nailers and surfaces and elements.

C. Verify that work penetrating the roof deck, or which may otherwise affect the roofing, has been properly completed.

D. If substrate preparation and other conditions are the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION
A. General: Clean surfaces thoroughly prior to installation.

1. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

2. Fill substrate surface voids that are greater than 1/4 inch wide with an acceptable fill material.

3. Roof surface to receive roofing system shall be smooth, clean, free from loose gravel, dirt and debris, dry and structurally sound.

4. Wherever necessary, all surfaces to receive roofing materials shall be power broom and vacuumed to remove debris and loose matter prior to starting work.

5. Do not apply roofing during inclement weather. Do not apply roofing membrane to damp, frozen, dirty, or dusty surfaces.

6. Fasteners and plates for fastening components mechanically to the substrate shall provide a minimum pull-out capacity of 300 lbs. (136 k) per fastener.

Base or ply sheets attached with cap nails require a minimum pullout capacity of 40 lb. per nail.

7. Prime decks where required, in accordance with requirements and recommendations of the primer and deck manufacturer.

3.3 INSTALLATION - GENERAL
A. Install modified bitumen membranes and flashings in accordance with manufacturer's instructions and with the recommendations provided by the National Roofing Contractors Association's Roofing & Waterproofing Manual, the Asphalt

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Roofing Manufacturers Association, and applicable codes.

B. General: Avoid installation of modified bitumen membranes at temperatures lower than 40-45 degrees F. When work at such temperatures unavoidable use the following precautions:

1. Take extra care during cold weather installation and when ambient temperatures are affected by wind or humidity, to ensure adequate bonding is achieved between the surfaces to be joined. Use extra care at material seam welds and where adhesion of the applied product to the appropriately prepared substrate as the substrate can be affected by such temperature constraints as well.

2. Unrolling of cold materials, under low ambient conditions must be avoided to prevent the likelihood of unnecessary stress cracking. Rolls must be at least 40 degrees F at the time of application. If the membrane roll becomes stiff or difficult to install, it must be replaced with roll from a heated storage area.

C. Commence installation of the roofing system at the lowest point of the roof (or roof area), working up the slope toward the highest point. Lap sheets shingle fashion so as to constantly shed water
D. All slopes greater than 2:12 require back-nailing to prevent slippage of the ply sheets. Use ring or spiral-shank 1 inch cap nails, or screws and plates at a rate of 1 fastener per ply (including the membrane) at each insulation stop. Place insulation stops at 16 ft o.c. for slopes less than 3:12 and 4 feet o.c. for slopes greater than 3:12. On non-insulated systems, nail each ply directly into the deck at the rate specified above. When slope exceeds 2:12, install all plies parallel to the slope (strapping) to facilitate backnailing. Install 4 additional fasteners at the upper edge of the membrane when strapping the plies.

3.4 INSTALLATION COLD APPLIED ROOF SYSTEM
A. Base Ply: Cut base ply sheets into 18 foot lengths and allow plies to relax before installing. Install base sheet in Interply Adhesive: applied at the rate required by the manufacturer. Shingle base sheets uniformly to achieve one ply throughout over the prepared substrate. Shingle in proper direction to shed water on each large area of roofing.

1. Lap ply sheet ends 8 inches. Stagger end laps 12 inches minimum.

2. Solidly bond to the substrate and adjacent ply with specified cold adhesive at the rate of 2 to 2-1/2 gallons per 100 square feet.

3. Roll must push a puddle of adhesive in front of it with adhesive slightly visible at all side laps. Use care to eliminate air entrapment under the membrane.

4. Install subsequent rolls of modified across the roof as above with a minimum of 4 inch side laps and 8 inch staggered end laps. Lay modified membrane in the same direction as the underlayers but the laps shall not coincide with the laps of the base layers.

5. Extend plies 2 inches beyond top edges of cants at wall and projection bases.

6. Install base flashing ply to all perimeter and projection details.

7. Allow the one ply of base sheet to cure at least 30 minutes before installing the modified membrane. However, the modified membrane must be installed the same day as the base plies.

B. Modified Cap Ply(s): Cut cap ply sheets into 18 foot lengths and allow plies to relax

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before installing. Install in interplay adhesive applied at the rate required by the manufacturer. Shingle sheets uniformly over the prepared substrate to achieve the number of plys specified. Shingle in proper direction to shed water on each large area of roofing.

1. Lap ply sheet ends 8 inches. Stagger end laps 12 inches minimum.

2. Solidly bond to the base layers with specified cold adhesive at the rate of 2 to 2-1/2 gallons per 100 square feet.

3. Roll must push a puddle of adhesive in front of it with adhesive slightly visible at all side laps. Care should be taken to eliminate air entrapment under the membrane.

5. Allow cold adhesive to set for 5 to 10 minutes before installing the top layer of modified membrane.

6. Extend membrane 2 inches beyond top edge of all cants in full moppings of the cold adhesive as shown on the Drawings.

C. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees. Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.

D. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.

1. Provide nailers at all roof perimeters and penetrations for fastening membrane flashings and sheet metal components.

2. Wood nailers should match the height of any insulation, providing a smooth and even transition between flashing and insulation areas.

3. Nailer lengths should be spaced with a minimum 1/8 inch gap for expansion and contraction between each length or change of direction.

4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.

E. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance with the SMACNA "Architectural Sheet Metal Manual" or the NRCA Roofing Waterproofing manual.

F. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression. Provide suitable, sealant at the top edge if required.

G. Flashing Base Ply: Install flashing sheets by the same application method used for the base ply.

1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.

2. Prepare all walls, penetrations, expansion joints and where shown on the

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Drawings to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.

3. Adhere to the underlying base ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.

4. Solidly adhere the entire flashing ply to the substrate. Secure the tops of all flashings that are not run up and over curb through termination bar fastened at 6 inches (152 mm) O.C. and sealed at top.

5. Seal all vertical laps of flashing ply with a three-course application of trowel- grade mastic and fiberglass mesh.

6. Coordinate counter flashing, cap flashings, expansion joints and similar work with modified bitumen roofing work as specified.

7. Coordinate roof accessories, miscellaneous sheet metal accessory items, including piping vents and other devices with the roofing system work.

8. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.

H. Flood Coat/Aggregate:

1. Install after cap sheets and modified flashing, tests, repairs and corrective actions have been completed and approved.

2. Apply flood coat materials in the quantities recommended by the manufacturer.

3. Uniformly embed aggregate in the flood coat of cold adhesive at a rate recommended by the manufacturer.

4. Aggregate must be dry and placed in a manner required to form a compact, embedded overlay. To aid in embedment, lightly roll aggregate.

I. Flashing Cap Ply:

2. Prepare all walls, penetrations, expansion joints and where shown on the Drawings to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.

3. Adhere to the underlying base flashing ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.

4. Coordinate counter flashing, cap flashings, expansion joints and similar work with modified bitumen roofing work as specified.

5. Coordinate roof accessories, miscellaneous sheet metal accessory items with the roofing system work.

6. All stripping shall be installed prior to flashing cap sheet installation.

7. Heat and scrape granules when welding or adhering at cut areas and seams to granular surfaces at all flashings.

8. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.

J. Surface Coatings: Apply roof coatings in strict conformance with the manufacturer's recommended procedures.

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K. Roof Walkways: Provide walkways in areas indicated on the Drawings.

3.5 CLEANING
A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose particles and other debris resulting from these operations.

B. Remove asphalt markings from finished surfaces.

C. Repair or replace defaced or disfigured finishes caused by Work of this section.

3.6 PROTECTION
A. Provide traffic ways, erect barriers, fences, guards, rails, enclosures, chutes and the like to protect personnel, roofs and structures, vehicles and utilities.

B. Protect exposed surfaces of finished walls with tarps to prevent damage.

C. Plywood for traffic ways required for material movement over existing roofs shall be not less than 5/8 inch (16 mm) thick.

D. In addition to the plywood listed above, an underlayment of minimum 1/2 inch (13 mm) recover board is required on new roofing.

E. Special permission shall be obtained from the Manufacturer before any traffic shall be permitted over new roofing.

3.7 FIELD QUALITY CONTROL
A. Inspection: Provide manufacturer's field observations at start-up and at intervals of approximately 30 percent, 60 percent and 90 percent completion. Provide a final inspection upon completion of the Work.

1. Warranty shall be issued upon manufacturer's acceptance of the installation.

2. Field observations shall be performed by a Sales Representative employed full-time by the manufacturer and whose primary job description is to assist, inspect and approve membrane installations for the manufacturer.

3. Provide observation reports from the Sales Representative indicating procedures followed, weather conditions and any discrepancies found during inspection.

4. Provide a final report from the Sales Representative, certifying that the roofing system has been satisfactorily installed according to the project specifications, approved details and good general roofing practice.

3.8 SCHEDULES
A. Base (Ply) Sheet:

1. StressBase 120: 120 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet with dual fiberglass reinforced scrim, performance requirements according to ASTM D 5147.
a. Tensile Strength, ASTM D 5147
1) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/in 2) 50mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m b. Tear Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 100 lbf XD 85 lbf

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2) 50mm/min. @ 23 +/- 2 deg. C MD 444 N XD 378 N
c. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. @ 0 +/- 3.6 deg. F MD 4 % XD 4 %
2) 50mm/min@ -17.78 +/- 2 deg. C MD 4 % XD 4 %
d. Low Temperature Flexibility, ASTM D 5147, Passes -40 deg. F (-40 deg.

C)
B. Thermoplastic/Modified Cap (Ply) Sheet:

1. StressPly FR Mineral: 145 mil SBS (Styrene-Butadiene-Styrene) mineral surfaced, rubber modified roofing membrane with fire retardant characteristics, and dual fiberglass reinforced scrim. ASTM D 6163, Type III Grade G a. Tensile Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 225 lbf/in XD 225 lbf/in 2) 50 mm/min. @ 23 +/- 2 deg. C MD 39.0 kN/m XD 39.0 kN/m b. Tear Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 300 lbf XD 300 lbf 2) (50 mm/min. @ 23 +/- 2 deg. C MD 1335 N XD 1335 N
c. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6% XD 8%
2) 50 mm/min. @ 23 +/- 2 deg. C MD 6% XD 8%
d. Low Temperature Flexibility, ASTM D 5147, Passes -15 deg. F (-26 deg.

C)
C. Interply Adhesive:

1. Green-Lock Plus Membrane Adhesive: Cold applied solvent free membrane adhesive: zero V.O.C. compliant performance requirements:
a. Non-Volatile Content ASTM D 4586 100%
b. Density ASTM D 1475 12.3 lbs./gal. (1.47 g/cm3)
c. Viscosity Brookfield Spindle T-E at 5 rpm 124,000 cPs. d. Flash Point ASTM D 93 400 deg. F min. (232 deg. C)
e. Slope: up to 3:12
D. Flashing Base Ply:

1. StressBase 80: 80 mil SBS (Styrene-Butadiene-Styrene) rubber modified roofing base sheet reinforced with a fiberglass scrim, performance requirements according to ASTM D 5147.
a. Tensile Strength, ASTM D 5147
1) 2 in/min. @ 0 +/- 3.6 deg. F MD 100 lbf/in XD 100 lbf/in 2) 50 mm/min. @ -17.78 +/- 2 deg. C MD 17.5 kN/m XD 17.5 kN/m b. Tear Strength, ASTM D 5147
1) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 110 lbf XD 100 lbf 2) 50 mm/min. @ 23 +/- 2 deg. C MD 489 N XD 444 N
c. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. @ 0 +/- 3.6 deg. F MD 4 % XD 4 %
2) 50 mm/min. @ -17.78 +/- 2 deg. C MD 4 % XD 4 %
d. Low Temperature Flexibility, ASTM D 5147
1) Passes -40 deg. F (-40 deg. C)
E. Flashing Ply Adhesive:

1. Green-Lock Plus Flashing Adhesive: Cold applied solvent free flashing adhesive: zero V.O.C.

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a. Non-Volatile Content ASTM D 4586 100%
b. Density ASTM D 1475 11.8 lbs./gal. (1.17 g/cm3)
c. Viscosity Brookfield 400,000 cPs.
d. Flash Point ASTM D 93 400 deg. F min. (232 deg. C)
F. Surfacing:

1. Flood Coat/Aggregate:
a. Green-Lock Plus White Adhesive Performance Requirements:
1) Non-Volatile Content ASTM D 2369 89%
2) Density 9.85 lbs./gal.
3) V.O.C. Less than 130 g/L
4) Viscosity at 77 deg. F Brookfield viscometer 60 poise 5) Flash Point ASTM D 93 120 deg. F (41 deg. C)
6) Roofing Aggregate: ASTM D 1863
a) Slag.
b) Pea gravel.
c) White spar.

2. Flashing Cap (Ply) Sheet:
a. StressPly EUV FR Mineral: 160 mil SBS and SIS (Styrene-Butadiene- Styrene and Styrene-Isoprene-Styrene) rubber modified membrane incorporating post-consumer recycled rubber, fire retardant additives and reinforced with a fiberglass and polyester composite scrim.

Surfaced with the highly reflective Sunburst white mineral. ASTM D 6162, Type III Grade G
1) Tensile Strength, ASTM D 5147
a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 700 lbf/in XD 750 lbf/in b) 50 mm/min. @ 23 +/- 2 deg. C MD 122.5 kN/m XD 131.25 kN/m
2) Tear Strength, ASTM D 5147
a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 1300 lbf XD 1400 lbf b) 50 mm/min. @ 23 +/- 2 deg. C MD 5783 N XD 6227 N
3) Elongation at Maximum Tensile, ASTM D 5147
a) 2 in/min. @ 73.4 +/- 3.6 deg. F MD 6.0% XD 6.0%
b) 50 mm/min. @ 23 +/- 2 deg. C MD 6.0% XD 6.0%
4) Low Temperature Flexibility, ASTM D 5147, Passes -30 deg. F (- 34 deg. C)
5) Reflectivity, ASTM C 1549: 73%

3. Surface Coatings:
a. Surfacing:
1) Pyramic Plus LO: White elastomeric roof coating, Energy Star approved acrylic roof coating:
a) Weight/Gallon 11.7 lbs./gal. (1.40 g/cm3)
b) Non-Volatile % (ASTM D 1644) 63 min
c) Reflectance 83%

END OF SECTION

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SECTION 07 6100

SHEET METAL FLASHING AND TRIM
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings, counter flashings, and other items indicated on drawings and as follows:

1. Metal edge system with continuous cleats.

2. Skirt flashing at curbs.

3. Metal Trim, Vents, Skylights flashing, etc.

1.02 REFERENCE STANDARDS
A. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

B. ASTM A 666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

C. ASTM A792 Steel Sheet, Aluminum-Zinc Alloy-Coated, by the Hot-Dip Process D. ASTM B 32 - Standard Specification for Solder Metal.

E. ASTM B486 Paste Solder
F. ASTM B 749 - Standard Specification for Lead and Lead Alloy Strip, Sheet, and Plate Products.

G. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

H. ASTM D 2178 - Standard Specification for Asphalt Glass Felt Used in Roofing and Waterproofing.

I. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free.

J. FS QQ-L-201 Specification for Lead Sheet
K. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association.

1.04 SUBMITTALS
A. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

1. For manufactured and shop fabricated gravel stops, fascia, scuppers, and all other sheet metal fabrications.

2. Indicate type, gauge and finish of metal.

B. Product data: Provide manufacturer's specification data sheets for each product :

1. Metal material characteristics and installation recommendations.

2. Submit color chart prior to material ordering and/or fabrication so that equivalent colors to those specific can be approved.

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C. Manufacturer’s installation instructions for reglets.

D Samples: Submit two samples 8x10 inch in size illustrating metal finish color.

1. Submit two samples, 12 x 12 inch in size illustrating typical external corner, internal corner, and valley, junction to vertical dissimilar surface, material and finish.

E. Certification:

1. Submit roof manufacturer's certifications that metal fasteners furnished are acceptable to roof manufacturer.

2. Submit roof manufacturer's certification that metal furnished is acceptable to roofing manufacturer as a component of roofing system and is eligible for roof manufacturer's system warranty.

3. Submit certification that metal and fastening system furnished is Tested and Approved by Factory Mutual for 1-90 Wind Up-Lift Requirements.

F. Provide approval letters from metal manufacturer for use of their metal within this particular roofing system type.

G. Proof of fabricator and installer qualifications.

H. ANSI-SPRI ES-1 test results for all coping and edge metal.

1.05 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements, except as otherwise indicated.

1. Factory Mutual Loss Prevention Data Sheet 1-49 windstorm resistance:
1-90.

B. Manufacturer's Warranty: Pre-finished metal material shall require a written 20- year non-prorated warranty covering fade, chalking and film integrity. The material shall not show a color change greater than 5 NBS color units per ASTM D-2244 or chalking excess of 8 units per ASTM D-659. If either occurs material shall be replaced per warranty, at no cost to the Owner.

C. Contractor's Warranty: The Contractor shall provide the Owner with a notarized written warranty assuring that all sheet metal work including caulking and fasteners to be water-tight and secure for a period of five years from the date of final acceptance of the building. Warranty shall include all materials and workmanship required to repair any leaks that develop, and make good any damage to other work or equipment caused by such leaks or the repairs thereof.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's original, unopened containers or packages with labels intact and legible.

B. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

C. Prevent contact with materials that could cause discoloration or staining.

PART 2 PRODUCTS

2.01 SHEET MATERIALS
A. Galvanized Metal: 22GA and greater as required by referenced standards for

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specific applications.

1. Kynar coated.

2. Color: manufacturers Mill Finish.

2.02 ACCESSORIES
A. Fasteners:

1. Corrosion resistant screw fastener as recommended by metal manufacturer. Finish exposed fasteners same as flashing metal.

2. Fastening shall conform to Factory Mutual 1-90 requirements or as stated on section details, whichever is more stringent.

B. Plastic Cement: ASTM D 4586, Type I.

2.03 FABRICATION - GENERAL
A. Fabricate in accordance with referenced standards. Form sections true to shape, accurate in size, square, and free from distortion or defects. Form pieces as recommended by SMACNA standard for conditions required.

1. Provide reinforcements and supports as required for secure anchorage.

2. Make joints rigid. Seams mechanically strong and soldered or sealed to make watertight

3. Fabricate corners in one piece with legs extending 30-inches each way to field joint. Lap, rivet, and solder or seal corner seams watertight.

4. Turn up "end dam" flanges at ends of opening sill flashing pieces, lap with wall flashing and membranes to shed water.

5. Fabricate cleats of same material as sheet, minimum 3/4 inches wide, interlockable with sheet.

6. Hem exposed edges on underside 1/2 inch; miter and seam corners.

7. Solvent clean all sheet metal. Coat surfaces to be in contact with roofing or otherwise concealed with specified asphaltic paint; 0.015-inch minimum uniform thickness.

B. Form pieces in longest possible lengths.

C. Hem exposed edges on underside 1/2 inch; miter and seam corners.

D. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

E. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.

F. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.

2.04 EDGE METAL SYSTEM AND METAL COPING SYSTEM
A. R-Mer Span Flat Stock Sheets by The Garland Company.

1. ANSI SPRI ES-1 tested and certified.

2.05 ROOF-RELATED SHEET METAL AND FLASHINGS
A. Roof-Related Sheet Metal and Flashings: As indicated, as specified in related

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sections, as required by roofing material manufacturers and referenced standards. Coordinate work of this section with related sections. Provide complete systems without conflict or omission.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.

B. Verify roofing termination and base flashings are in place, sealed, and secure.

C. Beginning of installation means acceptance of existing conditions.

D. Field measure site conditions prior to fabricating work.

3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.

B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil.

3.03 INSTALLATION
A. Install work watertight, without waves, warps, buckles, fastening stress, or distortion, allowing for expansion and contraction. Conform to referenced standards. Make metal joints watertight.

B. Fastening of metal to walls and wood blocking shall comply with SMACNA Architectural Sheet Metal Manual, Factory Mutual 1-90 wind uplift specifications and/or manufacturer's recommendations whichever is of the highest standard.

C. All accessories or other items essential to the completeness of sheet metal installation and water tight envelope of the building, whether specifically indicated or not, shall be provided.

D. Reglets: Install in accordance with manufacturer’s installation instructions.

E. Metal fascia and copings shall be secured to wood nailers at the bottom edge with a continuous cleat. Cleats shall be at least one gauge heavier than the metal it secures.

F. Install Sheet Membrane Waterproofing at closure flanges, under metal copings, caps and platforms; fully adhered, free of voids, blisters and buckling; roll as soon as practical following layout. Minimize exposure time to that period recommended by the manufacturer.

G. Flashing: Joints at 10-foot maximum spacing and at 2-1/2-feet from corners. Butt joints with 3/16-inch space centered over matching 8-inch long backing plate with sealer tape in laps.

H. Flanged flashings and roof accessories: Set on continuous sealer tape. Nail flanges through sealer tape and at 3-inch maximum spacing.

I. Isolate metal from dissimilar metal with 2 coats of specified asphaltic paint, sealer tape or other approved coating, specifically made to stop electrolytic action.. Use

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only stainless steel fasteners to connect isolated dissimilar metals.

J. Joints, fastenings, reinforcements and supports: Sized and located as required to preclude distortion or displacement due to thermal expansion and contraction.

Conceal fastenings wherever possible.

K. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.

L. Flexible Flashing Installation:

1. Prime substrates as recommended by flexible flashing manufacturer, allow to dry.

2. Install flexible flashings in maximum feasible lengths to minimize lap joints.

3. Peel release paper from roll to expose rubberized asphalt and position flashing to center over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the opening. Avoid fishmouths.

4. Press flashing firmly into place with heavy hand pressure . Ensure continuous and intimate contact with substrate.

5. If wrinkles develop, carefully cut out affected area and replace as outlined above.

M. Apply plastic cement compound between metal flashings and felt flashings.

N. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

O. Seal prefinished metal joints watertight.

P. Solder other metal joints for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water.

Q. Connect downspouts and rain water leaders to storm sewer system. Seal connection watertight.

R. Install hatches and ladders per manufacturer’s recommendations.

X. Install roof drains per manufacturer’s recommendations.

3.04 FIELD QUALITY CONTROL
A. Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements.

B. Tolerances

1. Exposed surfaces: Free of dents, scratches, abrasions, or other visible defects; clean, ready for painting.

2. Set flashings and sheet metal to straight, true lines with exposed faces aligned in plane as indicated.

3.05 SHOP FABRICATED SHEET METAL
A. Installing Contractor shall be responsible for determining if the sheet metal systems are in general conformance with roof manufacturer's recommendations.

B. Metal work shall be shop fabricated to configurations and forms in accordance with recognized sheet metal practices.

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C. Hem exposed edges.

D. Angle bottom edges of exposed vertical surfaces to form drip.

E. All corners for sheet metal shall be lapped with adjoining pieces fastened and set in sealant.

F. Joints for gravel stop fascia system, cap flashing, and surface-mount counterflashing shall be formed with a 1/4" opening between sections. The opening shall be covered by a cover plate or backed by an internal drainage plate formed to the profile of fascia piece. The cover plate shall be embedded in mastic, fastened through the opening between the sections and loose locked to the drip edges.

G. Install sheet metal to comply with Architectural Sheet Metal manual, Sheet Metal and Air Conditioning Contractor's National Associations, Inc.

END OF SECTION

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SECTION 07 42 14.001

METAL WALL PANELS

PART 1 – GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Supplementary Conditions and Division 1 Specification Sections apply to this section.

1.2 SUMMARY
A. This section includes pre-formed flat seam wall panel system complete with anchor clips, fasteners, flashing, and trim.

B. Related Work Specified Elsewhere:

1. Division 05 Section – Metal Fabrications

2. Division 06 Section – Rough Carpentry

3. Division 07 Section – Sheet Metal Flashing and Trim

1.3 REFERENCES
A. American Iron and Steel Institute (AISI):

1. Specification for the Design of Cold-Formed Steel Structural Members.

2. American Society for Testing and Materials (ASTM): B.

3. ASTM A240 Specification for Heat Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels: C.

4. ASTM A792 Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.

5. ASTM A875 Specification for Steel Sheet, Zinc-5% Aluminum Alloy-Coated by the Hot-Dip Process.

6. ASTM B209 Specification for Aluminum and Aluminum-Alloy Sheet and Plate

7. ASTM B370 Specification for Copper and Sheet and Strip for Building Construction

8. ASTM E283 Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

9. ASTM E331 Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Air Pressure Differences

10. ASTM E331 Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference
B. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):

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1. Architectural Sheet Metal Manual

1.4 SUBMITTALS FOR REVIEW
A. Shop Drawings: Show wall panels (and roofing system, if applicable) with flashings and accessories in elevations, sections and details. Include metal thickness and finishes, panel lengths, joining details, anchorage details, flashings and special fabrication provisions for termination and penetrations. Indicate relationships with adjacent and interfacing work. Indicate fastener types and spacing; and provide fastener pullout values. Shop drawings must be completed by the wall panel manufacturer’s engineering department. Any and/or all changes recommended by the successful bidder must be approved by the manufacturer in writing prior to submittal.

B. Product Data: Include manufacturer’s detailed material and system description, concealed anchor clips, sealant and closure installation instructions, and finish specifications. Indicate fastener types and spacing; and required fastener pullout values.

C. Samples: Provide full-size samples of the following materials and system components. Samples shall be of identical material type, thickness, panel width, and material grade/alloy as the system specified for this project.

1. Submit sample of panel section, at least 4” long x full panel width showing panel profile and also a sample of color selected.

2. Submit sample of foam closure strips to fit inside and outside specified panel profile.

3. Submit sample of panel fasteners.

D. Specimen Warranty: Provide an unexecuted copy of the warranty specified for this Project, identifying the terms and conditions required of the Manufacturer and the Owner.

E. Any material submitted as equal to the specified material must be accompanied by a report signed and sealed by a professional engineer licensed in the state in which the installation is to take place. This report shall show that the submitted equal meets the Design and Performance criteria in this specification. Substitution requests submitted without licensed engineer approval will be rejected for non- conformance.

1.5 SUBMITTALS FOR INFORMATION
A. Design and Test Reports: Provide the following certified test reports from an independent testing laboratory:

1. Independent laboratory testing report for system design load and seam integrity.

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2. A letter from an officer of the manufacturing company certifying that the materials furnished for this project are the same as represented in tests and supporting data.

3. Manufacturer’s verifications that the panels are factory roll formed.

4. ASTM E283 Test results must clearly demonstrate compliance with the performance requirements specified in article 1.9 ASTM E331 Test Report.

5. ASTM E330 Test results must clearly demonstrate compliance with the performance requirements specified in article 1.9.

6. ASTM E331 Test results must clearly demonstrate compliance with the performance requirements specified in article 1.9.

B. Mill production reports certifying that the metal thicknesses are within allowable tolerances of the nominal or minimum thickness or gauge specified.

C. Design Loads: Submit copy of manufacturer’s minimum design load calculations according to ASCE 7, Method 2 for Components and Cladding. In no case shall the design loads be taken to be less than those detailed in Design and Performance Criteria article.

D. Qualification Data for Wall System Installer: Refer to Quality Assurance Article below.

E. Certification of work progress inspection frequency: Refer to Quality Assurance Article below.

F. Pre-installation Conference Proceedings: Refer to Quality Assurance Article below.

G. Test Reports: Submit third party validation of environmental claims, prepared by UL Environment, for all metal wall panels containing recycled content and/or bio based content.

1.6 CONTRACT CLOSEOUT SUBMITTALS
A. General: Comply with Requirements of Division 01 Section Closeout Submittals.

B. Special Project Warranty: Provide specified warranty for the Project, executed by the authorized agent of the Manufacturer.

C. Wall Panel Maintenance Instructions: Provide a manual of manufacturer’s recommendations for maintenance of installed systems.

D. Insurance Certification: Assist Owner in preparation and submittal of wall installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on wall panel system installation and associated work.

E. Demonstration and Training Schedule: Provide a schedule of proposed dates and times for instruction of Owner’s personnel in the maintenance requirements for

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completed wall panel system installation work. Refer to Part 3 for additional requirements.

1.7 QUALITY ASSURANCE
A. Installer Qualifications: Engage an Installer who has completed the Manufacturer’s Approved Contractor course and is currently certified for the installation of the specified system.

B. If required, fabricator/installer shall submit work experience and evidence of adequate financial Responsibility. The Owner’s representative reserves the right to inspect fabrication facilities in determining qualifications.

C. Source Limitations: Obtain all components of the wall panel system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the Manufacturer.

1. Upon request of the Architect or Owner, submit Manufacturer’s written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.

2. Manufacturer shall have direct authority and control over all fabrication of steel components as well as the raw materials used in their fabrication.

D. Source Quality Control: Manufacturer shall have in place a documented, standardized quality control program such as ISO-9001 approval.

E. Engage the Manufacturer’s Field Representative to conduct required periodic inspections of work in progress as described herein and shall furnish written documentation of all such inspections.

F. Manufacturer shall provide the Owner project with a written statement that they will provide a site inspection every [1] days that confirms that the project is being constructed as specified, by an experienced, full-time employee of the company.

G. Alternate Manufacturers: The following manufacturer criteria must be submitted.

Alternate systems will not be considered for approval unless each of these items has been submitted for review at least 10 business days prior to bid opening.

1. Submit each item listed in article 1.4 (A through E) for evaluation of the proposed system.

2. Tests shall have been made for identical systems within the ranges of specified performance criteria.

3. Empirical calculations for wall performance shall only be acceptable for positive loads.

4. A list of a minimum of five (5) jobs where the proposed alternate material was used under similar conditions. The reference list shall include date of project, size of project, project address, and telephone number of architect/owner contact.

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5. A financial statement demonstrating a minimum of a 3:1 ratio of assets to liabilities.

6. A written statement from the manufacturer stating that they will provide the building owner with a daily site inspection for a minimum of one (1) hour per day by an experienced, full-time employee of the company.

7. A written statement from the manufacturer stating that they will provide the engineer of record with a daily site inspection by an experienced full-time employee of the company.

8. A written statement from a corporate officer of the manufacturing company stating that he or she has reviewed the specifications and confirms that the proposed system meets or exceeds all performance requirements listed as well as meets the panel size, gauge, weight, clip design, sealant design, uplift pressures and height of the vertical seam.

9. A copy of manufacturer’s warranty.

10. Proof that the manufacturer has been in business for a minimum number of years equal to the warranty period required for this project.

1.8 PRE-INSTALLATION CONFERENCE
A. Convene a pre-installation conference approximately two (2) weeks before scheduled commencement of system installation and associated work.

B. Require attendance of installer of each component of associated work which must precede or follow wall panel work (including mechanical or electrical work if any), Architect, Owner, system manufacturer’s representative, and other representatives directly concerned with performance of the Work, including (where applicable) Owner’s insurers, testing agencies and governing authorities.

C. Objectives of conference to include:

1. Review foreseeable methods and procedures related to work, including set up and mobilization areas for stored material and work area.

2. Tour representative areas of building, inspect and discuss condition of substrates, penetrations and other preparatory work performed by others.

3. Review structural loading limitations of wall framing and inspect for unacceptable variations in planarity.

4. Review system requirements (drawings, specifications and other contract documents).

5. Review required submittals both completed and yet to be completed.

6. Review and finalize construction schedule related to work and verify availability of materials, installer’s personnel, equipment and facilities needed to make progress and avoid delays.

7. Review required inspection, testing, certifying and material usage accounting procedures.

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8. Review weather and forecasted weather conditions and procedures for unfavorable conditions, including possibility of temporary wall protection (if not mandatory requirement).

9. Record discussion of conference including decisions and agreements (or disagreements) reached. Furnish copy of record to each party attending. If substantial disagreements exist at conclusion of conference, determine how disagreements will be resolved and set date for reconvening conference.

10. Review notification procedures for weather or non-working days.

D. The Owner’s Representative will be designated one of the conference participants to record the proceedings and promptly distribute them to the participants for record.

E. The intent of the conference is to resolve issues affecting the installation and performance of wall panel work. Do not proceed with work until such issues are resolved to the satisfaction of the Owner and Engineer of Record. This shall not be construed as interference with the progress of Work on the part of the Owner or Engineer of Record.

1.9 DELIVERY, STORAGE, AND HANDLING
A. Manufacturer’s Responsibilities:

1. All panels shall be shipped from the manufacturer with a strippable film or similar packaging material separating the individual panels to minimize flexing, stressing, scratching or otherwise damaging the material during transit to the job.

2. Fully cover steel with tarpaulins or similar protective cover during transit to prevent dirt and debris from coming in contact with the finished goods.

B. Installer’s Responsibilities:

1. Stack pre-finished materials to prevent twisting, bending, abrasion and denting and elevate one end to facilitate moisture run-off.

2. Unload wall panels using a boom or crane, supporting the panels in at least two locations during lifting, and never lift more than three panels at a time.

3. Protect moisture-sensitive materials and water-based from the weather.

4. Inspect materials upon delivery. Reject and remove physically damaged or marred material from project site.

1.10 PROJECT CONDITIONS
A. Determine that work of other trades will not hamper or conflict with necessary fabrication and storage and protection requirements for wall panel system.

1. Protection:
a. Protect completed work from subsequent construction operations.

Comply with Manufacturer’s recommendations.
b. Do not encumber the site with stored materials or equipment.

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c. Do not support wall-mounted equipment directly on the wall panel system.

B. Ascertain that work of other trades which penetrates the wall or is to be made watertight by the wall is in place an approved prior to installation.

1.11 DESIGN AND PERFORMANCE CRITERIA
A. Thermal Expansion and Contraction:

1. Completed metal wall panel and flashing system shall be capable of withstanding expansion and contraction of components caused by changes in temperature without buckling, producing excess stress on structure, anchors or fasteners, or reducing performance ability.

2. The design temperature differential shall be not less than <insert design temperature differential [200] °F.

3. Interface between panel and clip shall provide for unlimited thermal movement in each direction along the longitudinal direction.

B. Uniform wind load capacity:

1. Installed wall panel system shall withstand negative design wind loading pressures complying with the following criteria. Anchor clips shall be installed exactly as specified in article 3.

Specifier Note: Attach results of the ASCE 7 minimum design load calculations, as submitted, to this specification. Detailed drawings showing the specific wind pressure zones shall accompany the calculations.
a. Design Code: ASCE 7, Method 2 for Components and Cladding. b. Safety Factor: 1.67 after any load reduction or material stress increase. c. Category [I, II, III, or IV] Building with an Importance Factor of [0.77,

1.00, or 1.15].
d. Wind Speed: [Contact Garland sales rep] mph
e. Ultimate Pullout Value: [Contact Garland sales rep.] pounds per each of the two fasteners holding the panel anchor to the wall substrate or framing system.
f. Exposure Category: [B, C, or D].
g. Wall Height: [Contact Garland sales rep.] feet.
h. Minimum Building Width: [Contact Garland sales rep.] feet.

Wall Area Design Wind Pressure:

Zone 4 – Field of wall [Contact Garland sales rep.] psf.

Zone 5 – Wall Corners [Contact Garland sales rep.] psf.

2. Capacity shall be determined using uniform static air pressure method in accordance with ASTM E330. Allowable safe working loads shall be determined by dividing the ultimate test load by the safety factor specified above.

C. ASTM E283: Static pressure air infiltration (doors, windows, curtain walls):

1. Pressure Leakage Rate

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a. 1.57 PSF 0.0033 cfm/sq. ft.
b. 6.24 PSF 0.0056 cfm/sq. ft.
c. 12.0 PSF 0.062 cfm/sq. ft.
d. 15.0 PSF 0.064 cfm/sq. ft
e. 20.0 PSF 0.074 cfm/sq. ft.

D. ASTM E330: Uniform static load test for structural performance for 1 ½” panel profile:

Test results must provide an allowable pressure of no less than:

1. 42 lbs/sqft. For 3’-0” spans

2. 52 lbs/sqft for 1’-0” span
E. ASTM E331: Static pressure water infiltration (doors, windows, curtain walls):

1. Pressure Result:
a. 5 Gal./Hr. per S.F. and Static No Leakage
b. Pressure of 20.0 Psf. For 15 minutes.

1.12 WARRANTIES
A. Manufacturer shall execute a single warranty covering of the following criteria.

Multiple-source warranties are not acceptable.

1. Manufacturer’s ten (10) year watertight warranty.

2. Manufacturer’s standard twenty (20) year finish warranty covering checking, crazing, peeling, chalking, fading, or adhesion.

3. Installer’s two (2) year warranty covering wall panel system installation.

4. Warranties shall commence on date of Substantial Completion.

5. Provide a single warranty by a single approved manufacturer for roof areas, wall areas, and transitions between the two systems, if applicable.

1.13 MANUFACTURER’S INSPECTIONS
A. When the project is in progress, the wall panel system manufacturer will inspect the work not less than [insert number] days per week. In addition, the manufacturer will:

1. Keep the Architect or Owner informed as to the progress and quality of the work as observed.

2. Provide periodic job site inspections a minimum of 3 day per week.

3. Report to the Architect in writing any failure or refusal of the Contractor to correct unacceptable practices called to the Contractor’s attention.

4. Confirm after completion that manufacturer has observed no applications procedures in conflict with the specifications other than those that may have been previously reported and corrected.

PART 2 – PRODUCTS

2.1 PRODUCTS, GENERAL
A. Refer to Division 01 Section “Common Product Requirements.”

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B. Basis of Design: Garland Company, R-Mer Wall Pan, Vee Grove, .022ga Materials, manufacturer’s product designations, and/or manufacturer’s names specified here in shall be regarded as the minimum standard of quality required for work of this Section. Comply with all manufacturer and contractor/fabricator quality and performance criteria specified in Part 1.

C. Substitutions: Products proposed as equal to the products specified in this Section shall be submitted in accordance with Bidding Requirements and Division 01 provisions.

1. Proposals shall be accompanied by a copy of the manufacturer’s standard specification section. That specification section shall be signed and sealed by a professional engineer licensed in the state in which the installation is to take place. Substitution requests containing specifications without licensed engineer certification shall be rejected for non-conformance.

2. Include a list of three (3) projects of similar type and extent, located within a one hundred mile radius from the location of the project. In addition, the three projects must be at least five (5) years old and be available for inspection by the Architect, Owner or Owner’s Representative.

3. Equivalency of performance criteria, warranty terms, submittal procedures, and contractual terms will constitute the basis of acceptance.

4. The Owner’s decision regarding substitutions will be considered final.

Unauthorized substitutions will be rejected.

2.2 ACCEPTABLE MANUFACTURERS
A. The design is based upon R-MER Wall Pan wall panel systems engineered and manufactured by

The Garland Company
3800 East 91st Street
Cleveland, Ohio 44105
Telephone: (800) 762-8225
Representative: Adam Faville, [email protected] ; (408) 332-2504

B. Site Formed Panels: Bidder will not be allowed to supply panels formed at the job- site on portable roll formers; metal panels must be factory pre-manufactured and engineered for this project.

2.3 METAL WALL PANEL SYSTEM
A. General

1. The products, quality, and performance criteria specified shall be regarded as the minimum standard of quality required for the project.

2. Basis of Design: R-MER Wall Pan System manufactured by The Garland Company, Cleveland, OH.

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B. Materials

1. Panel material: 22ga Galvanized Steel

2. Flashing and flat stock material: Fabricate in profiles indicated on drawings of same material, thickness, and finish as wall panel system, unless indicated otherwise.

3. R-Mer Seal, Self Adhering Underlayment, 1 layer fully adhered.

4. Hat Channel
C. Finish on surfaces:

1. Exposed surfaces for coated panels:
a. Two coat coil applied, baked-on full-strength (70% resin) fluorocarbon coating system (polyvinylidene fluoride, PVF2), applied by manufacturer’s approved applicator.
b. Coating system shall provide nominal 1.0 mil dry film thickness, consisting of primer and color coat.
c. Color shall be GARLAND [specify color or color classification].

Color: Custom color selected by architect. Color shall be [specify color].

2. Unexposed surfaces for coated panels shall be baked-on polyester coating with .20 - .30 dry film thickness (TDF).

3. Exposed and unexposed surfaces for uncoated panels shall be as shipped from the mill.

D. Characteristics:

1. Fabrication: Panels shall be factory roll-formed from the specified metal.

Field rolled panels will not be allowed. 1.

2. Configuration: Interlocking flush/flat seams incorporating concealed anchor clips. Through fastened or exposed fastener systems are not acceptable.

3. Panel seam legs shall be one and one half ( 1 ½) inch nominal concealed depth behind the panel face. Seam shall allow for expansion and contraction of panels due to thermal changes. 3. Anchor clips: Clips shall be 22 gauge galvalume steel designed to allow thermal movement of the panel in each direction along the longitudinal dimension.

4. Panel Width (Seam Spacing): [12”] nominal.

5. Panel lengths: Full length without joints to the extent as is practical.

6. Profile of panel face shall have mesa’s every two (2) on center continuous throughout panel which are a minimum of one and one half ( 1 ½) inches wide. These will absorb thermal stresses, reduce oil canning, and provide aesthetic appeal.

Profile of panel face shall have a single Vee-groove reveal located three (3) inches in from each panel seam. These will absorb thermal stresses, reduce oil canning, and provide aesthetic appeal.

Profile of panel face shall have a double Vee-groove reveal located in the center of each panel face. These will absorb thermal stresses, reduce oil canning, and provide aesthetic appeal.

Profile of the panel face shall be flat and free from any mechanical finishes.

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Profile of the panel face shall be flat and free from any mechanical finishes. A nominal three fourths (3/4) inch thick expanded polystyrene insulation board shall be adhered to the inner cavity of the panel.

E. Accessories:

1. Fasteners:
a. Concealed fasteners: Corrosion resistant steel screws, #10 x 1” long, pancake head, Phillips drive. Use self-drilling, self-tapping for metal substrate or A-point for plywood substrate.
b. Exposed fasteners: Series 410 stainless steel screws or one eighth (1/8) inch diameter stainless steel waterproof rivets. All exposed fasteners shall be factory painted o match the color of the wall panels.

2. Provide all miscellaneous accessories for complete installation.

2.4 ACCESSORY PRODUCTS
A. Sealant:

1. Acceptable product:
a. Concealed Application: Non-curing butyl sealant or equal. b. Exposed Application: Garland SS sealant or equal.

2. Colors: As selected by architect from sealant manufacturer’s standard selection.

B. Wall Substrate:

1. Install 15/32” (minimum) thickness exterior grade plywood sheathing along wall area.

2. Install ¾” high x 24 gauge (minimum) galvanized steel during hat sections to wall structural substrate. Hat sections shall be installed perpendicular to panel seams, and shall be spaced thirty (30) inches on center (maximum) to accommodate the panel fastener spacing given in article 3.2 C.

3. Install [?] high x [20 or 18 or 16] gauge galvanized steel zee furring sections to the wall structural substrate. Zee sections shall be installed perpendicular to panel seams, and shall be spaced thirty (30) inches on center (maximum) to accommodate to the panel anchor clip spacing given in article 3.2 C.

C. Underlayment:

1. Underlayment shall be one ply of R-Mer Seal UDL. Seams shall be lapped in accordance with manufacturer’s recommendations.

1.5 FABRICATION
A. Shop fabricate metal panels and flashing components to the maximum extent possible, forming metal work with clear, sharp, straight, and uniform bends and rises. Hem exposed edges of flashings.

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B. Form flashing components from full single width sheet in minimum ten (10’-0”) feet sections. Provide shop fabricated, mitered corners, joined using closed end pop rivets and joint sealant.

C. Fabricate panels and related sheet metal work in accordance with approved shop drawings and applicable standards.

PART 3 – EXECUTION

3.1 EXECUTION, GENERAL
A. Comply with requirements of Division 01 Section “Common Execution Requirements.”

3.2 PREPARATION
A. Inspection: Examine the alignment and placement of the building structure and substrate. Correct any objectionable warp, waves or buckles in the substrate before proceeding with installation of the pre-formed metal panels.

B. Pre-installation conference: Prior to beginning metal wall panel work, convene a pre-installation conference as specified in Part 1 of this Specification.

C. It is understood that the ongoing operations of the Owner area of a critical nature as to leak sensitivity. Do not work on more wall area than can be restored completely watertight in one day.

3.3 INSTALLATION, GENERAL
A. Install wall system when the atmospheric dry bulb temperature is minimum forty (40) degrees Fahrenheit and rising.

B. Install all components of the wall system in exact accordance with the manufacturer’s standard published procedures as applicable to these project conditions and substrates.

3.4 WALL PANEL INSTALLATION
A. Comply with all details and install wall panel materials and flashings in accordance with approved Manufacturer’s [details<or>shop drawings] and manufacturer’s product data within specified erection tolerances.

B. Isolate dissimilar metals and masonry or concrete from metals with bituminous coating. Use gasketed fasteners where required to prevent corrosive action between fastener, substrate, and panels.

C. Limit exposed fasteners to extent indicated on [details<or>shop drawings].

D. Seal laps and joints in accordance with system manufacturer’s product data.

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E. Installed system shall be true to line and plane and free of dents, and physical defects. In light gauge panels with wide flat surfaces, some oil canning may be present. Oil canning does not affect the finish or structural integrity of the panel and is therefore not cause for rejection.

F. Form joints in linear sheet metal to allow for one fourth (1/4) inch minimum expansion at twenty (20’-0”) feet on center maximum and eight (8’-0”) feet from corners.

G. At joints in linear sheet metal items, set sheet metal items in two (2) one fourth (1/4) inch beads of butyl sealant. Extend sealant over all metal surfaces. Mate components for positive seal. Allow no sealant to migrate onto exposed surfaces.

3.5 CLEANING
A. Clean installed work in accordance with the manufacturer’s instructions.

B. Replace damaged work than cannot be restored by normal cleaning methods.

3.6 CONSTRUCTION WASTE MANAGEMENT
A. Remove and properly dispose of waste products generated during construction.

Comply with requirements of authorities having jurisdiction.

3.7 FINAL INSPECTION
A. At completion of installation and associated work, meet with Contractor, Architect, installer, installer of associated work, Owner, system manufacturer’s representative, and other representatives directly concerned with performance of system.

B. Inspect work and flashing of penetrations, walls, curbs and other equipment. List all items requiring correction or completion and furnish copy of list to each party in attendance.

C. Repair or replace deteriorated or defective work found at time above inspection as required to a produce an installation which is free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

D. Notify the [Contractor] [Architect] [Owner] upon completion of corrections.

E. Following the final inspection, provide written notice of acceptance of the installation from the system manufacturer.

F. Immediately correct leakage during construction. If the Contractor does not respond within twenty four (24) hours, the Owner will exercise rights to correct the Work under the terms of the Conditions of the Contract.

3.8 DEMONSTRATION AND TRAINING

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A. At a time and date agreed to by the Owner, instruct the Owner’s facility manager, or other representative designated by the Owner, on the following procedures:

1. Troubleshooting procedures

2. Notification procedures for reporting leaks or other problems

3. Maintenance

4. The Owner’s obligations for maintaining the warranty in effect and force

5. The Manufacturer’s obligations for maintaining the warranty in effect and force

END OF SECTION 07 42 14.001

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APPENDICES

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for

Appendix A:

Substitution Request Form

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for Name of Project ________________________________________________________

Project # _______

Substitution Request – No. _______________

Date: ________________________

To: __________________________

DESCRIBE PROPOSED SUBSTITUTION:
____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________

SPECIFIED ITEMS AFFECTED:

___________ ___________________________ ___________ Section # Section Title Paragraph

DRAWING ITEM AFFECTED:

__________________________ ___________________________ Sheet Designation Drawing Designation

If approved, Contract [Amount] [Sum] is decreased as follows:

_____________________________ _____________________ [Amount][Sum] Time (Calendar Days)

Attached dat a also includes product description, specifications, drawings, photographs, performance and test data for each component of the proposed substitution that fully defines the qualitative and quantitative elements of the proposed substitution. All applicable portions of the data are clearly identified.

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Attachment: Construction Specs and Bid Solicitation for City Facilities Roof Replacement Project FY24 (24-TT) (Authorization to Solicit Bids for Project ____________
SUBSTITUTION REQUEST No. _____________

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Campbell City CouncilMarch 5, 2024

Campbell City Council
March 5, 2024