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CC - Item 3M - 2008-09 Curb Ramps Construction ProjectLJ ROSEMEAD CITY COUNCIL STAFF REPORT • TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: OLIVER CHI, CITY MANAGER DATE: MARCH 10, 2009 SUBJECT: ANNUAL 2008-09 CURB RAMPS CONSTRUCTION PROJECT- CONTRACT AWARD SUMMARY As part of the City's Fiscal Year 2008-09 Capital Improvement Program, the City Council approved a program entitled, "Targeted Public Works Projects," which consists of public improvements to the City's local streets and public right-of-way areas. This project will improve American with Disabilities Act (ADA) compliance by retrofitting and adding eighty (80) curb ramps in accordance with ADA guidelines. Community Development Block Grant (CDBG) funds are restricted to, certain project types and must be completed in CDBG Target Areas. This proposed project meets CDBG requirements. Staff Recommendation Staff recommends the following: 1. Authorize the City Manager to execute the contract on behalf of the City with CJ Construction, Inc. for the Annual 2008-09 Curb Ramps Construction Project in the amount of $149,825.00. • 2. Establish an amount of 15% of the contract amount ($22,473.75), as a contingency, to cover the cost of unforeseen construction expenses. DISCUSSION On July 26, 2001 the Department of Justice (DOJ) updated and revised the minimum design standards for the construction of handicap ramps in accordance with the Americans with Disabilities Act (ADA). These new requirements mandate that new curb ramps be built with detectable warnings for the sight-impaired person. Presently, most of the curb ramps throughout the City are not in compliance with the ADA requirements. Utilizing CDBG funds for this kind of improvement will help the City gain compliance. ITEM NO., M APPROVED FOR CITY COUNCIL AGENDA: 6' City Council Meeting March 10, 2009 Page 2 of 3 • On February 10, 2009, the City Council approved plans and specifications and authorized staff to advertise and solicit bids for the Annual Curb Ramps Construction Project. The proposed project includes construction of new curb ramps, retrofitting existing curb ramps with detectable warnings for the sight-impaired person, and adding sidewalk and miscellaneous concrete work. A Notice Inviting Bids was published in local news publications and advertised to area contractors. At 11:00 AM on February 25, 2009, the City Clerk publicly opened and read eight (8) sealed bids with the following results RANK CONTRACTOR LOCATION BID AMOUNT BID AMOUNT 1 CJ Construction, Inc. Santa Fe Springs, CA $142,700.00 $149,825.00 2 Kalban, Inc. Sun Valley, CA $147,450.00 $153,300.00 3 Unique Performance, Inc. Costa Mesa, CA $166,600.00 $174,850.00 4 Kormix, Inc. Walnut, CA $168,516.00 $174,816.00 5 EC Construction, Inc S. El Monte, CA $173,430.00 $184,243.50 6 Elite Bob Cat Service Corona, CA $185,320.00 $193,870.00 7 Pacific Construction Inc. Granada Hills, CA $204,400.00 $214,900.00 • 8 ICE Engineering, Inc. Rowland Heights, CA $232,741.00 $326,116.00 Staff has reviewed the bid documents for completeness and investigated the contractor's background and recent projects for competency. Staff has concluded that CJ Construction, Inc. is the lowest responsible bidder to perform the construction of this project. CJ Construction Inc. has satisfactorily completed similar projects for other agencies, including the City of Arcadia, the City of Burbank, City of Cerritos and others. The low bid submittal by CJ Construction, Inc. was 18% below the Engineer's estimate of $182,400.00. Timeline If this contract is awarded by the City Council, staff will work to complete this project according to the following schedule: March loth - City Council Awards Contract April 16th - May 31St - Tentative Construction Schedule May 31St- Tentative Project Completion JUIv 10th-Tentative Notice of Completion by City Engineer The Contractor must complete all work within 35 consecutive calendar days. 0 • • City Council Meeting March 10, 2009 Pace 3 of 3 FINANCIAL REVIEW The total appropriation needed to award this project is $172,298.75, which includes a 15% amount ($22,473.75), as a contingency, for unforeseen construction expenses. Funding for this project is provided for in the City's approved FY 2008-09 Capital Improvement Program Budget from the CDBG funding. ENVIRONMENTAL REVIEW The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15304 (a) of the CEQA Implementing Guidelines. This exemption covers projects involving minor alterations of land that do not have a significant effect on the environment. Prepared by: Rafael Fajardo Associate Civil Engineer Submitted by: 0" X.,_ Chris Marcarello Deputy Public Works Director I ~ ll~~~~ v V v Lucien J. LeBlanc, P.E. City Engineer W Brian Saeki Assistant City Manager Attachments: (1) February 10, 2009 City Council Agenda Report (2) Plans and Specifications (3) Bid Summary/Comments (4) Bid Proposals (5) Contract (6) Dunn and Bradstreet Report - CJ Construction, Inc. 0 Public Works DepartmenUEngineering Division CITY OF ROSEMEAD • ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CDBG PROJECT NO. P46402 BID ANALYSIS February 25, 2009 11:00 a.m. CJ' CONSTRUCTION; INC SANTA FE SPRING;.CA 90670'_ 17, Base Bid _Item II Description-- Qt€j _Unit - _--Qty , - 77 ',,-.Unit Price---f - ,-,Total 1 Clearing & Grubbing LS 1 $ 4,000.00 $ 4,000.00 2 Disposal of Waste Materials LS 1 $ 1,500.00 $ 1,500.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea 70 $ 1,900.00 $ 133,000.00 4 Furnish and install Truncated Domes Ea , 12 $ 350.00 $ 4,200.00 Total $ 142,700.00 Alternate Bid Item 1 Item Description Unit Qty. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 6.50 $ 2,925.00 6 Construct PCC Cross Gutter SF 300 $ 14.00 $ 4,200.00 Total Alternate $ 7,125.00 ( Grand Total $ 149,825.00 KALBAN; INC SUN VALLEYi,CA91352 ; r#2. _`#2., 'I-- ~_~rj Base Bid v Item- Description ; -Unit °01y.- -.Unit PNoe Total 1 Clearing & Grubbing LS 1 $ 700.00 $ 700.00 2 Disposal of Waste Materials LS 1 $ 700.00 $ 700.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea 70 $ 2,035.00 $ 142,450.00 4 Furnish and install Truncated Domes Ea 12 $ 300.00 $ 3,600.00 Total $ 147,450.00 Alternate Bid Item 1 Item Description Unit Qty. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 7.00 $ 3,150.00 6 Construct PCC Cross Gutter SF 300 $ 9.00 $ 2,700.00 Total Alternate $ 5,850.00 Grand Total _ $ 153,300.00 UNIQU E PERFORMANCE; INC COSTA MESA,_CA 92627 - # 3' - Base Bid 'Item. ( Description - ' - - - L Unit :Unit Price. J,_ Total l 1 Clearing & Grubbing LS $ 1.00 $ 6,000.00 $ 6,000.00 2 Disposal of Waste Materials LS $ 1.00 $ 3,000.00 $ 3,000.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea $ 70.00 $ 2,200.00 $ 154,000.00 4 Furnish and install Truncated Domes Ea $ 12.00 $ 300.00 $ 3,600.00 Total I $ 166,600.00 Alternate Bid Item 1 Item Description Unit Qty. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF $ 450.00 $ 7.00 $ 3,150.00 6 Construct PCC Crass Gutter SF $ 300.00 $ 17.00 $ 5,100.00 Total Alternate $ 8,250.00 Grand Total I $ 174,850.00 • • Page 1 of 3 Public Works Departmenb'Engineering Division • • • KORMIX,1NCs: ;WALNUT;,CA91789 >44 Base Bid ° Item Description `Unit. ' Dty.=-' ' ' Unit Prce ` i ;Total 1 Clearing & Grubbing IS 1 $ 3,500.00 $ 3,500.00 2 Disposal of Waste Materials LS 1 $ 6,000.00 $ 6,000.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea 70 $ 2,200.00 $ 154,000.00 4 Furnish and install Truncated Domes Ea 12 $ 418.00 $ 5,016.00 Total $ 168,516.00 Alternate Bid Item 1 Item Description Unit Qty. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 6.00 $ 2,700.00 6 Construct PCC Cross Gutter SF 300 $ 12.00 $ 3,600.00 _ Total Alternate $ 6,300.00 Grand Total $ 174,816.00 EC: CONSTRUCTION; INC r ~ w-;'ISWEL MONTE;;CA 91733' 4. # 5' ':•r =i Base Bid hem's Description _ 4 unit! 1 57.7 7, Unit Price Total 2 1 Clearing & Grubbing LS 1 $ 31,365.00 $ 31,365.00 2 Disposal of Waste Materials LS 1 $ 4,875.00 $ 4,875.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea 70 $ 1,905.00 $ 133,350.00 4 Furnish and install Truncated Domes Ea 12 $ 320.00 $ 3,840.00 Total $ 173,430.00 Alternate Bid Item 1 Item Description Unit Dty. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 8.91 $ 4,009.50 6 Construct PCC Cross Gutter SF 300 $ 22.68 $ 6,804.00 Total Alternate $ 10,813.50 Grand Total $ 184,243.50 j ,.lteto ~ Desc`ription I °Unit-' Qty -Unit Price _ :-,Total 1 Clearing & Grubbing LS 1 $ 24,000.00 $ 24,000.00 2 Disposal of Waste Materials LS 1 $ 40,000.00 $ 40,000.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea 70 $ 1,650.00 $ 115,500.00 4 Furnish and install Truncated Domes Ea 12 $ 485.00 $ 5,820.00 Total $ 185,320.00 Alternate Bid Item 1 Item Description Unit Dty. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 9.00 $ 4,050.00 6 Construct PCC Cross Gutter SF 300 $ 15.00 $ 4,500.00 Total Alternate $ 8,550.00 Grand Total $ 193,870.00 Base Bid Page 2 of 3 Public Works Department/Engineering Division PACIFIC CONSTRUCTION; INC GRANADA HILLS, CA 91344---# 7 Base Bid Unlt :i " --Qty.,,* " , •-Unit. Prlce- Total ? 1 Clearing &Grubbing LS 1 $ 4,000.00 $ 4,000.00 2 Disposal of Waste Materials LS 1 $ 4,900.00 $ 4,900.00 3 Construct Curb Ramps per APWA Std Plan 111-3. Ea 70 $ 2,690.00 $ 188,300.00 4 Furnish and install Truncated Domes Ea 12 $ 600.00 $ 7,200.00 Total $ 204,400.00 Alternate Bid Item 1 Item Description Unit City. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 10.00 $ 4,500.00 6 Construct PCC Cross Gutter SF 300 $ 20.00 $ 6,000.00 Total Alternate $ 10,500.00 Grand Total $ 214,900.00 ICE ENGINEERING; INC ROWLAND;HEIGHTSXA91748 # 8 . Base Bid Item;I Descrlptioe',-. Unit "..-City.. Unit Price Total 1 Clearing & Grubbing LS 1 $ 20,000.00 $ 20,000.00 2 Disposal of Waste Materials LS 1 $ 1.00 $ 1.00 3 Construct Curb Ramps per APWA Sid Plan 111-3. Ea 70 $ 2,998.00 $ 209,860.00 4 Furnish and install Truncated Domes Ea 12 $ 240.00 $ 2,880.00 Total $ 232,741.00 Alternate Bid Item 1 Item Description Unit City. Unit Price Total 5 Construct 4-inch PCC Sidewalk SF 450 $ 7.50 $ 3,375.00 6 Construct PCC Cross Gutter SF 300 $ 300.00 $ 90,000.00 Total Alternate $ 93,375.00 Grand Total $ 326,116.00 • • • Page 3 of 3 D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC • Comprehensive Insight Plus Report for D-U-N-S 80-288-8263 Small Business C J CONSTRUCTION INC Solutions Report Printed: March 3, 2009 1 Print this report 0 To save this report to your PC: Select File and then Save As from the browser menu bar. Click on the Save in: drop-down menu and select a location for your file. Enter a file name and save the report as a html or txt file. Copyright 2004 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber Chris Marcarello, City of Rosemead Company Snapshot Creditworthiness Payment History Trends Public Filings History,.& Operations Banking Finance Company Snapshot Business Summary Profile C J CONSTRUCTION INC 10142 Shoemaker Ave Santa Fe Springs, CA 90670 Tel: 562 777-2222 D-U-N-S 80-288-8263 D&B Rating: 1R3 Company Stalls Year incorporated Year started Employees Chief Executive S.I.C. 1995 1989 25 John Sarno , Pres 1771 0782 Industry Concrete contractor, lawn/garden services Likelihood this company will not pay on MODERATE r! time over the next 12 months Credit Score Class: 3 1 2 3 4 5 Low Moderate High Likelihood this company will experience LOW Y1 financial distress in the next 12 months Financial Stress Class:1 0 1 2 3 4 5 Low Moderate High This is a single location. Timeliness of historical payments for SLOW this company" The Net worth amount in this seenn may have been adjusted by D&B D&B PAYDEX®: 75 to reflect typical deductions. sum as certain intangible assets. 100 0 Anticipates Prompt 30 120 days slow days slow Industry benchmark: Slow "Based on 20 trade experiences on file with D&B Payment performance trend over the past 90 days UNCHANGED D&B offers guidance on credit limits for this company based on its profile as well as profiles of other companies similar in size, industry, and credit usage Get details Evidence of bankruptcy, fraud, or criminal proceedings in the history of this business or its ~f management NO tYJ Noteworthy special events in this company's file NO Total number of suits, liens and judgments in this company's file 0 Value of open suits, liens and judgments for this company $0 ~V Value of open records refers only to 10 most recent filings for each record type. Company Snapshot Creditworthiness Payment. History & Trends Public Filings History.& Operations Banking & Finance • Creditworthiness Summary Page 1 of 7 https:Hsmallbusiness.dnb.comlwebapp/wcs/storeslservletIV iewReport?orderltemld=105647... 3/3/2009 D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC Likelihood this company will LOW D8B Rating: 1R3 experience financial distress in Number of employees: 1R is 10 or more employees. the next 12 months Composite credit appraisal: 3 is fair. The 1P, and 2R ratings categories reflect company Size based on the ill not Likelihood company this w total number of employees for the business. They are assigned to MODERATE r\ business files that do not contain a current financial statement. In 1R pay on time over the next 12 and 2R Ratings, the 2, 3, or 4 creditworthiness indicator is based on months analysis by D&B of public flings, trade payments, business age and other Important factors. 2 is the highest Composite Credit Appraisal a company not supplying D&B with current financial information can receive. For more information. see the D&B Rating Key. Default on Payment: Financial Stress Summary Likelihood this company will experience financial distress in the next 12 months Financial Stress Class: 1 0 1 2 3 4 5 Low Moderate High LOW l Key Factors - 20 trade experiences exist for this company. - Financial Stress Score: 1437 (high risk: 1,001;1ow risk: 1,875) - 13% of trade dollars indicate slow payment(s) are present. - No record of open suit(s), lien(s), or judgment(s) in the D&B files. - Payment experiences exist for this firm which are greater than 60 days past due. - Control age or date entered in D&B files indicates lower risk. During the prior year, firms in this Financial Stress Class had a failure rate of 1.2%, which is 0.46 limes lower than the national average. Financial stress national percentile: 81 (high risk: 1 low risk: 100%) National percentile industry norm: 38 (high risk: 1%; low risk: 100%) Payment within Terms: Credit Score Summary Likelihood this company will not MODERATE ; pay on time over the next 12 months Credit Score Class: 3 MENE ME. 1 2 3 4 5 Low Moderate High The Credit Score class of 3 for this company shows that 14.3% of firms with this classification paid one or more bills severely delinquent, which is lower than the average of businesses in D&B's database. Credit score percentile: 56 (high risk: 1 low risk: 100%) Industry norm percentile: 51 (high nsk: 1%; low risk: 10D%) Additional Information Financial Stress Summary - The Financial Stress Class indicates that this firm shares some of the same business and financial char=edstics of other companies with this classification. It does not mean the fine will necessarily experience financial stress. - The Incidence of Financial Stress shows the percentage of firms in a given Class that discontinued operations over the past year with loss to creditors. The Incidence of Financial Stress - National Average represents the national failure rate and is provided for comparative purposes. - The Financial Stress National Percentile reflects the relative ranking of a company among all scorable companies in D&B's file. - The Financial Stress Score offers a more precise measure of the level of risk than the Class and Percentile. It is especially helpful to customers using a scorecard approach to determining overall business performance . - All Financial Stress Class, Percentile, Score and Incidence statistics are based on 2004. Key Factors - 20 trade experiences exist for this company. - 13% of trade dollars indicate slow payment(s) are present. - Payment experiences exist for this firm which are greater than 60 days past due. - No record of open suit(s), lien(s), or judgment(s) in the D&B files. Credit Score Summary - The Incidence of Delinquent Payment is the percentage of companies with this classifcation that were reported 90 days past due or more by creditors. The calculation of this value is based on an inquiry weighted sample. - The Percentile ranks this firm relative to other businesses. For example, a firm in the 80th percentile has a lower risk of paying in a severely delinquent manner than 79% of all scorable companies in D&B's files. Company Snapshot Creditworthiness Payment History_8 Trends Public Filings History &_Operations Banking B. Finance Pale 2 of 7 • 0 • https:Hsmallbusiness.dnb.com/webapp/wcs/storeslservletfV iewReport?orderItemld-105647... 3/3/2009 r1 LJ 17J 1r ~I u D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC Payment History Summary Average payment performance trend when weighted by dollar amount Payment History Overview . Payment experiences on file with D&B: Payments made within terms: Amount placed for collections: UNCHANGED Company's payment performance over the past 12 months compared with its peers 20 Average highest credit: 15 (75%) Largest high credit: 0(0%) Highest now owing: Highest past due: Historical Payment Trends: PAYDEX° Average payment performance trend when weighted by dollar amount Last 3 months: Trend is unchanged U N C. HAN GED Last 12 months: 8 days beyond terms D&B PAYDEX®: 75 Industry benchmark: Slow 100 0 Anticipates Prompt 30 120 daysslow days slow MIXED $3,832 $35,000 $35,000 $500 Based an payments collected over last 12 months. Indications of slowness can be the result of dispute over merchandise, skipped invoices, etc. Accounts are sometimes placed for collection even though the existence or amount of the debt is disputed. Historical Payment Trends: PAYDEX® Comparison to Industry Company's payment performance over the past MIXED 12 months compared with its peers This company's 12-month high: 78, or equal to 3 days beyond terms This company's 12-month low. 75, or equal to 8 days beyond terms N7A 20 30 00 u 50 0 60 - a 70 _ e0 00 100 -I '1-_. I I -...I I I I I I......... I I 00/08 05108 MOB 07108 08108 09108 10108 11/05 12108 01109 02109 03109 ~ This Company 0 Industry Benchmark Shows PAYDEX scores of this Business compared to the Primary Industry from each of the last four quarters. The Primary Industry is Concrete contractor, lawn/garden services, based on SIC code 1771. Payment History Details Date Reported Paying Record High Credit Now Owes Past Due Selling Terms Last Sale Within (months) 02109 Prompt 250 0 1 01109 Prompt 35,000 35,000 0 1 01109 Prompt 15,000 15,000 I ~ 1 01/09 Prompt 100 I 0 2-3 01/09 Prompt 0 1 0 0 1 01/09 Prompt-Slow 3D 2,500 1,000 I ~ 1 Page 3 of 7 https://smallbusiness.dnb.com/webapp/wcs/storeslservletIV iewReport?orderltemld=105647... 1/3/2009 D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC 01109 Prompt-Slow 30 1 100 50 0 1 01/09 Prompt-Slow 60 500 100 100 ~4-5 01/09 Prompt-Slow 90 1 50 0 ~ 0 _ 16-12 01/09 Slow 30 250 0 0 4-5 01/09 Slow 9D 5,000 1 500 500 11 12108 Prompt 2,500 2,500 0 1 12/08 Prompt-Slow 30 12,500 2,500 500 12/08 1(014) 1 750 I 1 Satisfactory. 10/08 Prompt i 50 1 0 0 2-3 05/08 Prompt 250 0 0 Net30 6-12 05108 Prompt 0 1 04/08 Prompt 250 0 ~ 0 6-12 ,01/08 Slow 30 100 100 1D0 Net30 12/07 I Prompt 10 10 10 1 16-12 Payment experiences reflect haw bills are met in relation to the lenns granted. In some instanczs payment beyontl terms can be the result of dispute over merchandise, skipped invoices, etc. Each experience shown is from a separate supplier. Updated trade experiences replace those previously reported. Payment Analysis By Industry Company's dollar-weighte d payments listed by the primary industries of its suppliers Total Received Total Dollar Largest Within Slow 1-30 Slow 31- Slow 61- Slow (K) Amount High Credit Terms 60 90 91+ (S) of dollar amo unt) Industry Short-trim bush credit 6 53,300 35,000 98 2 0 0 0 Telephone communions 2 200 100 75 25 0 0 0 Radiotelephone commun 1 5,000 5,000 0 0 0 100 0 Whol durable goods 1 2,500 2,500 100 0 0 0 0 Rat auto supplies 1 2,500 2,500 50 50 0 0 0 Misc general gov't 1 750 750 100 0 0 0 0 Whol industrial equip 1 250 250 100 0 0 0 0 Whol chemicals 1 250 250 0 100 0 0 0 Whol computers/softwr 1 100 100 0 100 0 0 0 Nonclassified 1 50 50 100 0 0 0 0 Mist: business credit 1 250 0 100 0 0 0 0 Whol electrical equip 1 0 0 0 0 0 0 0 Misc business service 1 0 0 0 0 0 0 0 Misc publishing 1 0 0 0 0 0 0 0 Other payment categories Cash experiences 0 0 0 Payment record unknown 0 0 0 Unfavorable comments 0 0 0 Placed for collection With D&B 0 0 0 Other 0 N/A 0 Total in D&B's file 20 65,150 35,000 There are 20 payment experiences in D&B's file for the most recent 12 months, with 14 experiences reported during the last three month period. Company-Snapshot Creditworthiness Payment History Trends Public,Filings History & Operations Banking & Finance Public Filings Page 4 of 7 • • • https://smalibusiness.dnb.com/webapp/wcs/storeslservletIV iewReport?orderltemid=105647... 3/3/2009 D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC Summary of Court Actions • The following data includes both open and closed filings found in D&B's database on the subject company. Record Type Open Records Open Value Total Records Most Recent Filing Date Suits 0 0 0 Liens 0 0 0 Judgments 0 0 0 - UCC,Filings 6 N/A 6 1011612008 Bankruptcy Proceedings 0 N/A 0 - Public filing data is for informational purposes only and is not the official record. Certified copies can only by obtained from the official source. Number and value of open records refers only to 10 most recent filings for each record type. UCC Filings Collateral Type Sec. Party Debtor Date Filed Additional Details Equipment and proceeds Original CITICAPITAL C J CONCRETE 10116/2008 Filing number: 087175475612 COMMERCIAL CONSTRUCTION. Filed with SECRETARY OF CORPORATION, INC STATE/UCC DIVISION, BEDFORD, TX SACRAMENTO.CA Latest info Received: 10/24/2006 Equipment and proceeds Original GENERAL C, J. 10105/2007 Filing number: 077131771620 ELECTRIC CAPITAL CONSTRUCTION, Filed with: SECRETARY OF CORPORATION, INC, STATE/UCC DIVISION, MOBERLY.. MO SACRAMENTO,CA Latest Info Received 10/1012007 Equipment and proceeds Original GENERAL C.J. 05/1612007 Filing number: 077114057092 ELECTRIC CAPITAL CONSTRUCTION, Filed with: SECRETARY OF CORP., MOBERLY, INC. STATEIUCC DIVISION, MO SACRAMENTO, CA Latest info Received: 05/2412007 Unavailable Original CITICAPITAL C J 03/25/2005 Filing number: 057020635112 COMMERCIAL CONSTRUCTION, Filed with: SECRETARY OF CORPORATION, INC. STATE/UCC DIVISION, IRVING. TX SACRAMENTO, CA • Latest info Received: 0312812005 Unavailable Original CITICAPITAL C.1 12115/2004 Filing number: 04700825130D COMMERCIAL CONSTRUCTION, Filed win: SECRETARY OF CORPORATION, INC. STATEIUCC DIVISION, IRVING, TX SACRAMENTO, CA Latest info Received: 12/612004 Unavailable Amendment CITICAPITAL C J 12/20/2004 Filing number: 04700906693 COMMERCIAL CONSTRUCTION, Filed with. SECRETARY OF CORPORATION, INC, STATE/UCC DIVISION. IRVING, TX SACRAMENTO, CA Latest info Received: 12121/2004 The public record items contained in this report may have been paid, term inated, vacated or released prior to the date this report was printed, Any public filings displayed in red are open. Government Activity Activity Summary Possible Candidate for Socio-Economic Program Borrower(Dir/Guar) No Consideration Administrative Debt No Labor Surplus Area Yes (2009) Contractor No Yes (2009) Small Business Grantee No Party Excluded from Federal Program(s) No 8(A) Firm N/A The details provided in the Government Activity secti on are as reponed to D&B by the federal government and other sources, Company, Snapshot Creditworthiness Payment History Trends Public Filings History Operations Banking,& Finance History & Operations • Topic Description History Detailed information on the history of a company, including background information on the management Page 5 of 7 https:Hsmallbusiness.dnb.com/webapp/wcs/stores/servletfV iewReport?orderl tend d=105647... 3/3/2009 D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC team and key principals, and information on related companies. Registration & Detailed registration and incorporation information including the date and state of incorporation and the type Incorporation of corporation formed. Company Operations Detailed information on a company's operations, including the identity of the parent company, the geographic scope of the business, and the key holdings. Industry Classification Details on the specific industry within which a company is classified. History Officer(sDirector(s): JOHN C SARNO, PRES THE OFFICER(S) Business started 1989 by John Sarno. 100% of capital stock is owned by John Sarno. JOHN C SARNO born 1960. 1985-present active here. Registration & Incorporation Registered Name: C j concrete construction, inc. Filing Date: September 29, 1995 Business Type: Corporation Registration ID: C1770884 Corporation Type: Profit Where filed: SECRETARY OF STATE/CORPORATIONS Date incorporated: September 29, 1995 DIVISION, SACRAMENTO, CA State of incorporation: California Registered Agent: JOHN C SARNO, 10142 SHOEMAKER Status: Active AVE, SANTA FE SPRINGS, CA, 905700000 Principals: JOHN C SARNO, PRESIDENT, 10142 SHOEMAKER AVE, SANTA FE SPRINGS, CA.906700000 Corporate and business registrations provided by management or other source Company Operations Description: Contractor of concrete work (65%). Provides lawn and garden services, specializing in landscape contracting (35%). Terms are. Terms are undetermined. Sells to general public and commercial concerns. Territory : Local. Nonseasonal. Employees: 25 which includes officer(s). Facilities: Leases 15,000 sq. ft. in a one story concrete block building. Location: Central business section on main street. Industry Classification SIC NAICS 177.10000 Concrete work 238110 Poured Concrete Foundation and Structure Contractors 07829903 Landscape contractors 561730 Landscaping Services Based on information in our file, D&B has assigned this company an extended 8-digit SIC. D&B's use of 8-digit SICs enables us to be, more specific to a minpan 's operations than if we use the standard 4-digit code. The 4-digd SIC numbers link to the description on the Occupational Safety S Health Administration (OSHA) Web site. Links open in a new browser window. Company Snapshot Creditworthiness Payment History Trends Public. Filings History & Operations Banking & Finance Banking & Finance Banking 10/07 Account(s) averages low 6 figures. Account open over 10 years. Page 6 of 7 • • • https://smallbusiness.dnb.com/webapplwcslstoreslservletiV iewReport?orderltemld=105647... 3/3/2009 I D&B Comprehensive Insight Plus Report: C J CONSTRUCTION INC • Key Business Ratios D&B has been unable to obtain sufficient financial information from this company to calculate business ratios. Our check of additional outside sources also found no information available on its financial performance. To help you in this instance, ratios for other firms in the same industry are provided below to support your analysis of this business. Industry Norms based on 41 establishments This Business Industry Median Industry Quartile Profitability Return on Sales UN 4.4 UN Return on Net Worth UN 13.0 UN Short-Term Solvency Current Ratio UN 2.1 UN Quick Ratio UN 1.4 UN Efficiency Assets Sales UN 41.3 UN Sales / Net Working Capital UN 6.0 UN Utilization Total Liabilities / Net Worth UN 104.9 UN UN = Unavailable Finance 01/10/2009 On October 6, 2007, attempts to contact the management of this business have been unsuccessful. Outside sources confirmed operation and location. Company Snapshot Creditworthiness Payment History & Trends Public Filings History & Operations Banking Finance Customer Service C Need help? Call Customer Service at (800) 333-0505, Monday through Friday, 8:00 AM to 6:00 PM Local Time. Print this report t' To save this report to your PC: Select File and then Save As from the browser menu bar. Click on the Save in: drop-down menu and select a location for your file. Enter a file name and save the report as a html or txt file. Copyright 2004 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber Chris Marcarello, City of Rosemead • Page 7 of 7 https://smallbusiness.dnb. comlwebapplwcslstoreslservletiV iewReport?orderlteml d=105647... 3/3/2009 ROSEMEAD CITY COUNCIL STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: OLIVER CHI, CITY MANAGER; DATE: FEBRUARY 10, 2009 SUBJECT: ANNUAL 200872009 CURB RAMPS CONSTRUCTION PROJECT - APPROVAL OF PLANS/SPECIFICATIONS AND AUTHORIZATION TO SOLICIT BIDS SUMMARY As part of the City's Fiscal Year 2008-2009 Capital Improvement Program, the City Council approved. a program entitled, "Targeted Public Works Projects," which consists of public improvements to the City's local streets and public right-of-way areas. This project will improve American with Disabilities Act (ADA) compliance by retrofitting and adding eighty (80) curb ramps in accordance with ADA guidelines. Community Development Block Grant (CDBG) funds are restricted to certain project types and must be completed in CDBG Target Areas. This proposed project meets CDBG requirements: Staff Recommendation Staff recommends that the City Council: Approve the plans and specifications for the Annual 2008-2009 Curb Ramps Construction Project. 2. Authorize staff to advertise this project and solicit bids to complete the improvement project. DISCUSSION In July 26, 2001 the Department of Justice (DOJ) updated and revised the minimum design standards for the construction of handicap ramps in accordance with. the Americans with Disabilities Act (ADA). These new requirements mandate that newly built curb ramps be built with detectable warnings for the sight impaired. Presently, most of the curb ramps throughout the City are not in compliance with the ADA requirements. Utilizing CDBG funds for this kind of improvement will help the City gain compliance. The proposed project includes construction of new curb ramps, retrofitting existing curb ITEM NO. - APPROVED FOR CITY COUNCIL AGENDA: City Council Meefing February 10, 2009. Paae 2 oll 3 ramps with detectable warnings 'for the sight impaired, and adding sidewalk and miscellaneous concrete work. The Engineer's Estimate for this project is $182,400.00. Timeline If directed to move forward, staff will work to advertise and complete this project according to the following schedule: February 10th- Authorization to Proceed City Council Approval of Design, Specifications and Authorization to Solicit Proposals for Park Enhancements February 12th and February 19th - Advertisement Advertisement of Project in Local Publications/Trade Journals February 25th - Bid Opening Public Bid Opening for Project March 10tt' - City Council Awards Contract March 9th - April loth - Tentative Construction Schedule (35 working days) April 17th "Tentative Prolect Completion May 12th-Tentative Notice of Completion by City Engineer FINANCIAL REVIEW Funding for this project was approved by the City Council, as part of the City's FY 2008- 09 Capital Improvement Program Budget. There is approximately $398,700 in CDBG funds available for Targeted Public Works Projects, including this project and the Annual 2008-09 Slurry Seal Project. ENVIRONMENTAL REVIEW The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 1530.1 (a) of the CEQA Implementing Guidelines. PUBLIC NOTICE This agenda item has been noticed through the regular agenda notification process. 0 City Council Meeting February 10, 2009. Pace 3 of 3 Prepared y: Rafael Fajardo Associate Civil Engineer Submitted by: Chris Marcarello Deputy Public Works Director Attachments: (1) Location Map (2) Plans and Specifications tanager i i • i Lucien J. LeBlanc P.E. City Engineer s 0 ~N • ~ z b 3 T3 t' O au E a ~ a ~o e~ b S y N V C ®q 0 a Sys 6 ~1 ~ U V/ e a0RC a =3 n waC.) p ~ 99 kt o CO W w IL a wow fY 3 CO) t a~ q f3' t CITY OF ROSEMEAD CALIFORNIA CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS FOR ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CDBG PROJECT No. P46402 FISCAL YEAR 2008-2009 IN THE CITY OF ROSEMEAD PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION 8838 E. VALLEY BOULEVARD . ROSEMEAD, CA 91770 TELEPHONE: (626) 569-2152 FAX: (626) 307-9218 SCHEDULED BID OPENING: FEBRUARY 25, 2009. i j • CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT j CDBG PROJECT No. P46402 I TABLE OF CONTENTS BIDDING DOCUMENTS 1. Notice Inviting Bids NIB-1 -NIB-2 2. Instructions to Bidders ITBA - ITB-10 3. Contract Bid Forms CBF-1 - CBF-11 • CONTRACT AGREEMENT 1. Contract Agreement and Insurance Requirements 2. Performance Bond 3. Payment Bond CONTRACT PROVISIONS 1. Prevailing Wage Statement .....NIB-1 2. Section 3 Statement ......NIB- 1 3. Apprenticeship Program NIB- 1 4. Section 3 Clause .....1 to 2 5. Federal Labor Standard Provisions .....1 to 4 6. Current Federal DOL Wage Decision ......1 to 23 7. Federal EEO and Affirmative Action Requirements ......1 to 10 8. Contracting with Small & Minority Firms/Women Business Enterprise 1 9. Compliance with Clean Air and Water Acts.. 1 F_ 1 LJ COMPLIANCE FORMS 1. Non-Collusion Affidavit ...........1 2. Non-Segregated Facilities Certification .............1 . 3. Past Performance Certificate ............1 4. County Lobbying Certification ............1 5. Worker's Compensation Certification .............1 6. Contractor List of Proposed Subcontractors .............1 7. Request for Additional Classification and Rate .............1 8. Notice of Equal Employment Opportunity Commitment .............1 9. Notice of Section 3 Commitment ..............1 10. Section 3 Economic Opportunity Plan ..........1 to 2 11. Section 3 Resident Certification ..............1 12. Section 3 Business Certification ..............:1 13. Section 3 Economic Opportunity Report (Contractor) ....:..........1 14. Federal Lobbying Certification ................1 CONTRACT APPENDIX Part "A" - General Conditions 1-31 Supplemental General Conditions 1-7 Part "B" Technical Provisions .:...TP-1 -TP-9 Part "C" - Appendix "A" Location Map Curb Ramps Tabulation Truncated Domes Specifications APWA Standard Plans i i I i u CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT • NOTICE INVITING' BIDS CITY OF ROSEMEAD NOTICE INVITING BIDS PROJECT No. 2009-02 NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD, California, will receive sealed bids up to 10:30 o'clock A.M. on Wednesday, the 25th. day of February, 2009 in the office of the ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CDBG PROJECT No. P46402 ALSO, NOTICE IS HEREBY GIVEN That the City Labor Standards Officer's representative, Michelle Ramirez will conduct a pre-bid meeting at the City Hall of the City of Rosemead on February 19th, 2009 at 10:00 a.m. The purpose of the Pre-Bid meeting is to familiarize any and all interested prospective bidders of the requirements and submittals which are part of this project. Also any questions regarding the physical aspects of these improvements and all forms necessary to be submitted with the sealed bid on the bid opening day. The project includes the construction of curb ramps, miscellaneous concrete work and other related work as described in the Specifications and Contract Documents, by this reference, made a part hereof. The estimated amount of this project is $182,400.00. The successful bidder shall have thirty-five (35) calendar days to complete the work. Liquidated damages shall be $250.00 per calendar day. Plans, Specifications, and Contract Documents may be obtained at the office of the City Clerk of the CITY OF ROSEMEAD, 8838 E. Valley Boulevard, Rosemead, California 91770, (626) 569-2177, for a non-refundable charge of $25.00 and $40.00 if mailing is requested. Prevailing Wage Statement - This is a federally assisted construction contract. Federal Labor Standards Provisions, including prevailing wage requirements of the Davis-Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wages rates, the higher of the two will prevail. The contractor's duty to pay the 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. Section 3 Statement -This is a HUD Section 3 construction contract. First preference will be given to a bidder who provides a reasonable bid and is a qualified Section 3 Business Concern. Second preference will be given to a bidder who provides a reasonable bid and commits to achieving the Section 3 employment, training and subcontracting opportunity goals by submitting a written commitment (Economic Opportunity Plan). In accordance with Sections 1777.5 and 1777.6 of the Labor Code, as amended, and the regulations of the California Apprenticeship Council, properly indentured apprentices may be employed in the prosecution of the work. Attention is directed to. Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. The Contractor and any subcontractor under him shall comply with and be governed by the laws pertaining to working hours as set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code, as amended. The Contractor shall forfeit, as a penalty to the City of Cudahy, $25.00 for each laborer, NIB-1 • workman, or mechanic employed in the execution of the contract, by him or any subcontractor under him, upon any of the work herein before mentioned, for each calendar day during which said laborer, workman, or mechanic is required or permitted to labor more than 8 hours in violation of said Labor Code. Contractor shall pay travel and subsistence pay pursuant to Labor Code Section 1773.8. Each bid must be accompanied by a bidder's security in an amount not less than 10% of the amount of the bid, as a guarantee that the bidder will, if awarded the Contract, enter into a satisfactory agreement and provide a Performance Bond and a Payment Bond, each not less than 100% of the total amount of the bid price. No bidder may withdraw his bid for a period of sixty-one (61) days after the above bid opening date. The CITY OF ROSEMEAD will affirmatively insure the disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, disability, sex or national origin in the consideration for an award. i It shall be mandatory upon the Contractor, and upon any subcontractor under the Contractor, to pay not less than the prevailing rate of per diem wages in the locality of the CITY OF ROSEMEAD to all workers employed in the execution of the Contract. Bidders shall be licensed in accordance with the provision of Chapter 9, Division 111 of the Business and Professions Code of the State of California. Bidder shall have a Class "A" license in good standing at the time Bids are received. • The Council reserves the right to reject any and all bids and to waive any informality, technical defect, or minor irregularity in any bid submitted. An award of service shall not be final until the bids have been reviewed and a Service Agreement with the City has been signed by the selected firm and by the City. Award of Service Agreement is proposed for May 10th, 2009. Dated this 2009. GLORIA MOLLEDA CITY CLERK Publish: February 12th & 19th, 2009. n U NIB-2 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT INSTRUCTION TO BIDDERS I i • TABLE OF CONTENTS Paoe 1. AVAILABILITY OF BID DOCUMENTS ..........1 2. EXAMINATION OF BID DOCUMENTS ........:.1 3. INTERPRETATION OF BID DOCUMENTS ..........1 4. INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK ..........2 5. ADDENDA ..........2 6. PREPARATION OF BIDS ..........2 7. ALTERNATE BIDS 3 8. MODIFICATIONS OF BIDS .........3 9. SIGNING OF BIDS 3 10. BID GUARANTEE (BOND) .........4 11. SUBMISSION OF SEALED BIDS .........4 12. DELIVERY AND OPENING OF BIDS .........5 13. WITHDRAWAL OF BID .........5 14. AWARD PROCESS .........5 • 15. DESIGNATION OF SUBCONTRACTORS .........5 16. LICENSING REQUIREMENTS .........6 17. DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID .........6 18. INSURANCE REQUIREMENTS ........6 19. REQUIRED BIDDER CERTIFICATIONS......... 6 20. BASIS OF AWARD; BALANCED BIDS ........6 21. FILING OF BID PROTESTS ........7 22. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS ........7 23. EXPERIENCE AND TECHNICAL REQUIREMENTS ........7 24. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES ........8 25. EXECUTION OF CONTRACT ........8 26. OWNER RIGHTS ........8 27. BIDDER'S RESPONSIVENESS ........8 28. BIDDER'S RESPONSIVENESS CHECKLIST ........8 29. CONTRACT BID FORMS; LISTS OF SUBCONTRACTORS 9 30. RESPONSIBILITY CRITERIA ......10 • ITB - i INSTRUCTIONS TO BIDDERS All Bids must be made in accordance with these Instructions to Bidders ("ITB"). Unless specifically noted, capitalized terms are used as defined in the General Conditions, found in Part "B" of the Contract Appendix. All terms defined in the General Conditions which occur in the Bid Documents and Contract shall have meanings as defined therein. AVAILABILITY OF BID DOCUMENTS Bids must be submitted to the Owner on the Contract Bid Forms which are a part of the Bid Package for the Project. Prospective bidders may obtain one (1) complete set of Bid Documents. Bid Documents may be obtained from the Owner at the location(s) and at the time(s) indicated in the Notice Inviting Bids. Prospective bidders are encouraged to telephone in advance to determine the availability of Bid Documents. Any applicable charges for the Bid Documents are outlined in the Notice Inviting Bids. The Owner may also make the Bid Documents available for review at one or more plan rooms, as indicated in the Notice Inviting Bids. Please Note: Prospective bidders who choose to review the Bid Documents at a plan room must contact the Owner to purchase the required Bid Documents if they decide to submit a bid for the Project. 2. EXAMINATION OF BID DOCUMENTS The Owner has made copies of the Bid Documents available, as indicated above. Bidders shall be solely responsible for examining the Project Site and the Bid Documents, including any Addenda issued during the bidding period, and for informing itself with respect to local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage. scales, local tax structure, contractors' licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract titled Specifications.. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no relief for error or omission will be given except as required under State law. 3. INTERPRETATION OF BID DOCUMENTS Any request for an interpretation or clarification of the Bid Documents must be submitted in writing by Bidder via telex, telegram or facsimile to the Owner's Project Engineer. Any response that the Owner may choose to make for purposes of interpretation or clarification, will be in writing and made available to all the listed holders of the Bid Documents. The Owner will respond to all i written/faxed Bidder's inquiries received at least seventy two (72) hours before the scheduled bid opening date for which, in its sole judgment, a response is in the best interest of the Owner. Where such interpretation or clarification requires a change in the Bid Documents, the Owner will prepare and issue an Addendum to the Bid Documents. The Owner shall not be bound by, and Bidder shall not rely upon, any oral interpretation or clarification of the Bid Documents. The bidding process and terms and conditions will be in strict accordance with the following Bid Documents: a. Notice Inviting Bids b. Instructions to Bidders C. Contract Bid Forms • d. Contract ITB - 1 • e. Contract Appendix Part "A" - General Conditions Part "B" - Supplementary General Conditions Part "C" - Special Provisions Part "D" - Specifications Part "E" - Drawings Part"F" - Performance Bond Part"G" - Payment Bond Any Addenda Issued by the Owner 4. INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK Each prospective bidder is responsible for fully acquainting himself with the conditions of the Project Site (which may include more than one site), as well as those relating to the construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the total and adequate completion of the Project. 5. ADDENDA The Owner reserves the right to revise the Bid Documents prior to the bid opening date. Revisions, if any, shall be made by written Addenda. Pursuant to Public Contract Code Section 4104.5, if the Owner issues an Addendum later than 72 hours priorto the deadline for submission of bids, and the • Addendum requires material changes, additions or deletions to the description of the work to be performed or the content, form or manner of submission of bids, the Owner will extend the deadline for submission of bids by at least 72 hours. Otherwise, the Owner may determine, in its sole discretion, whether an Addendum requires that the date set for opening bids be postponed. The announcement of the new date, if any, shall be made by Addenda. Each prospective bidder shall provide Owner a name, address and facsimile number to which Bid Document Addenda may be sent, as well as a telephone number by which the Owner can contact the Bidder. Copies of Addenda will be furnished by telex, telegram, facsimile, first class mail, express mail or other proper means of delivery without charge to all parties who have obtained a copy of the Bid Documents and provided such current information. Please Note: Bidders are primarily and ultimately responsible for ensuring that they have received any and all Addenda. To this end, each Bidder should contact the Development Services Department to verify that he has received all Addenda issued, if any. Bidders must acknowledge receipt of all Addenda, if any, in its Bid Letter. Failure to acknowledge receipt of all Addenda may cause its Bid to be deemed incomplete and nonresponsive. 6. PREPARATION OF BIDS Bids shall be prepared only using copies of the Contract Bid Forms provided with the Bid Documents. The use of substitute bid forms other than clear and correct photocopies of those provided by the Owner will not be permitted and may result in the Bid being declared nonresponsive. Bid Letters shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting "NIA" where applicable) and initial all interiineations, alterations, or erasures to the Contract Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Contract Bid Forms • nor make substitutions thereon. USE OF INK, INDELIBLE PENCIL OR A TYPEWRITER IS REQUIRED. ITB - 2 7. ALTERNATE BIDS If alternate bid items are called for in the Bid Documents, the lowest bid will be determined on the basis of the base bid only, but the Owner may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. Since the time for the alternate bid items has already been factored into the Contract Time, no additional Contract Time will be awarded for any of the alternate bid items. Because the Owner may elect to include one or more of the alternate bid items, or to otherwise remove certain bid items from the Project scope of work, each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder. Bidders shall not unevenly weight or allocate their overhead and,profit to one or more particular bid items. 8. MODIFICATIONS OF BIDS Each Bidder shall submit its Bid in strict conformity with the requirements of the Bid Documents. Each Bid prepared by Bidder shall be complete in itself and shall be submitted within a sealed envelope in accordance with the instructions herein. Unauthorized conditions, limitations, exclusions or provisions attached to a Bid will render it nonresponsive and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the Contract Bid Forms, nor make substitutions thereon. ORAL, TELEPHONIC AND FACSIMILE BIDS OR MODIFICATIONS WILL NOT BE CONSIDERED. 9. SIGNING OF BIDS All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders will be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom. If a Bidder is a joint venture or partnership, it will be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particularjoint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name. 10.. BID GUARANTEE (BOND) Each bid proposal shall be accompanied by cash, a certified or cashier's check, bid bond (the bid bond must be submitted on the form included in these Bid Documents) or equivalent substitution in lieu of a bond, as authorized by Code of Civil Procedure Section 995.710, in an amount not less than 10% of the Total Bid Price. Any check, bond, or other substitute must be made payable to the Owner, and shall be given as a guarantee that the Bidder will enter into the Contract described in the Bid Documents if awarded the work and will provide a satisfactory Performance Bond, Payment Bond, the required insurance certificates and endorsements, and any other certifications as may be required by the Contract. By submitting a proposal, each bidder agrees that its failure to enter the ITB - 3 • Contract if awarded the work or to provide the Bonds and other information or documentation described above would result in damage to the Owner, and that it would be impracticable or extremely difficult to ascertain the actual amount of that damage. For this reason, each bidder agrees that the Owner may retain the bid proposal guarantee as liquidated damages if the bidder is awarded the work but fails or refuses to timely enter into the Contract or to provide the Bonds and other information or documentation described above, except as may otherwise be required by California law. If electing to provide a Bid Bond, as set forth above, each Bidder must obtain such a bond from an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of Califomia and satisfactory to the Owner. In addition, the Bid Bond must be submitted on the form furnished by the Owner, or one substantially in conformance with the Owner's form if previously approved in writing by the Owner. Certified or cashier's checks must be drawn on a solvent state bank or a California branch of a solvent national bank. After the Owner has made an award to the successful Bidder, and the Bidder has signed a Contract, submitted the necessary bonds, original insurance certificates and endorsements, and any other certifications as may be required by the Contract, the remaining Bid guarantees shall be returned to each particular bidder if requested by that bidder. If the Owner rejects all Bids, it will promptly return to all Bidders their Bid guarantees 11. SUBMISSION OF SEALED BIDS Once the Bid and supporting documents herein have been completed and signed as set forth above, they shall be placed, along with the Bid Guarantee and any proposed sketches and brochures or other materials required by these instructions, in an envelope, sealed, addressed and delivered or mailed, postage prepaid to the Owner at the place and to the attention of the person indicated in the Notice Inviting Bids. NO ORAL, TELEPHONIC OR FACSIMILE FORMS WILL BE CONSIDERED. The envelope shall also contain the following in the lower left-hand comerthereof: Bid of (Insert Name of the Company) for the ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT No consideration shall be given by the Owner to bid proposals received after the data and time set for the opening of bids as provided in the Notice Inviting Bids. 12. DELIVERY AND OPENING OF BIDS Bids will be received by the Owner at the address shown in the Notice Inviting Bids up to the date and time shown therein. The Owner will leave unopened any Bid received after the specified date and time, and any such unopened Bid will be returned to the Bidder. It is the Bidder's sole responsibility to ensure that its Bid is received as stipulated. Bids maybe submitted earlier than the dates(s) and time(s) indicated. Bids will be opened at the date and time stated in the Notice Inviting Bids and the amount of each Bid will be read aloud and recorded. All Bidders may, if they desire, attend the opening of Bids. • Owner reserves the right to reject any or all Bids, to waive any informality or irregularity in any Bid received where such waiver is in the best interests of the Owner, and to be the sole judge of the merits of the respective Bids received. In the event of a discrepancy between the written amount of ITB - 4 the Bid Price and the numerical amount of the Bid Price, the written amount shall govern. 13. WITHDRAWAL OF BID Prior to the bid opening date, a Bid may be withdrawn by the Bidder by means of a written request signed by the Bidder or its properly authorized representative. If a Bidder to whom the award is made fails or refuses to sign a Contract, or to furnish the bonds, certificates and endorsements required below within the time specified in these Instructions to Bidders below, the funds represented by the Bid Guarantee (cash, cashiers check or Bid bond described above) shall be forfeited and become and remain the property of the Owner; the amount thereof being previously agreed to by the Bidder and the surety to be due the Owner because of the damage resulting from the delay in the execution of the Contract and in the performance of Work thereunder. 14. AWARD PROCESS Once all Bids are opened and reviewed to determine the lowest responsive and responsible bidder, the City Council will make all necessary decisions and awards. The apparent successful bidder should at this point begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the required insurance certificates and endorsements. Once the Owner issues a Notice of Award, the successful bidder will have seven (7) Working Days from the date of this letter to supply the Owner with all of the required documents and certifications. Regardless whether the successful bidder supplies the required documents and certifications in a timely manner, the Contract Time will begin to run seven (7) Working Days from the date of the Notice of Proceed. Once the Owner receives all of the properly drafted and executed documents and certifications from the successful bidder, the Owner shall issue a Notice to Proceed to that successful bidder. 15. DESIGNATION OF SUBCONTRACTORS Pursuantto state law, the Bidders must designate the name and location of each subcontractor who will perform work or render services for the prime Bidder in an amount that exceeds one-half of one percent (0.5%) of the Bidder's Total Bid Price, as well as the portion of work each such subcontractor will perform. Bidders must make these designations, as well as any others requested by the Owner, on the document titled "List of Proposed Subcontractors" which has been included with the Contract Bid Forms. Pursuant to Public Contract Code Section 4104, the Owner has determined that it will allow Bidders twenty-four (24) additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor. 16. LICENSING REQUIREMENTS Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, the Owner shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Bid Documents to be nonresponsive, and the Owner shall reject the Bid. The Owner shall have the right to request, and the Bidders shall provide within five (5) Calendar Days, evidence satisfactory to the Owner of all valid license(s) currently held by that Bidder and each of the Bidder's subcontractors, before awarding the Contract. ITB - 5 • 17. DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID No bidder shall be allowed to make, submit or be interested in more than one bid. However, a person, firm, corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders submitting a bid to the Owner. 18. INSURANCE REQUIREMENTS Within the time specified in these Instructions to Bidders above, Bidder shall provide the Ownerwith four identical counterparts of all required insurance certificates and endorsements as specified in the Bid Documents. Failure to do so may, in the sole discretion of Owner, result in the forfeiture of the Bid Guarantee. All insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VIII, licensed to do business in California, and satisfactory to the Owner. 19. REQUIRED BIDDER CERTIFICATIONS Bidders must comply with the following: A. CONTRACT BID FORMS: Within the Contract Bid Documents the bidder must certify to various information, including but not limited to, the accuracy of the representations made in the Contract Bid Forms . B. NON-COLLUSION AFFIDAVIT: Pursuant to Public Contract Code Section 7106, each Bidder must execute and submit with its bid the statutorily mandated non-collusion affidavit included in the Bid Documents. 20. BASIS OF AWARD; BALANCED BIDS The Owner shall award Contracts to only the lowest responsible Bidders submitting responsive Bids, as required by law. The Owner reserves the right to reject any or all Bids. The Owner may reject any Bid which, in its opinion when compared to other bids received or to the Owner's internal estimates, does not accurately reflect the cost to perform the Work. In addition, because the Owner may elect to include or exclude any of the bid items and alternate bid items at its sole and absolute discretion, each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder. The Owner may reject as non-responsive any bid which unevenly weights or allocates overhead and profit to one or more particular bid items. 21. FILING OF BID PROTESTS Bidders may file a "protest" of a contract award with the Owner's Project Manager. In order for a Bidder's protest to be considered valid, the protest must: A. Be filed in writing within five (5) Working Days after the bid opening date. B. Clearly identify the specific accusation involved. C. Clearly identify the specific Owner Staff/Board recommendation being protested. D. Specify, in detail, the grounds of the protest and the facts supporting the protest. E. Include all relevant, supporting documentation with the protest at time of filing. • If the protest does not comply with each and every one of these requirements, it will be rejected as invalid. ITB-6 If the protest is valid, the Owners Project Engineer, or other designated Owner staff member, shall review the basis of the protest and all relevant information. The Project Engineer will deny or concur with the protest and provide a written decision to the protestor. The protestor may then appeal the decision of the Project engineer to the City Engineer. 22. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS Within the time specified in these Instructions to Bidders above, the Bidder to whom a Contract is awarded shall deliver to the Owner four identical counterparts of the Performance Bond and Payment Bond in the form supplied by the Owner and included in the Bid Documents. Failure to do so may, in the sole discretion of Owner, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the Owner. The Performance Bond shall be for one hundred percent (100%) of the Total Bid Price, and the Payment Bond shall also be for one hundred percent (100%) of the Total Bid Price. Contractor shall require, pursuant to Public Contract Code article 4108, all subcontractors providing labor and materials in excess of the dollar amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in the amounts and manner required of the Contractor. The Contractor shall specify this requirement for subcontractor bonds in his written or published request for subcontractor bids 23. EXPERIENCE AND TECHNICAL REQUIREMENTS Bidders are required to provide the experience and qualification information required as part of the Contract Bid Forms. The purpose of this data is to provide the information necessary forthe Owner to determine whether Bidders have the necessary experience in order to responsibly carry out the Work. Each Bidder shall answer all questions and provide information requested by the Contract Bid Forms. 24. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Bid Documents. 25. EXECUTION OF CONTRACT The Bidder to whom an award is made shall execute the Contract in the amount of its Total Bid . Price and furnish the required insurance certificates and endorsements, as well as Performance and. Payment Bonds, in a timely manner. The Owner may require appropriate evidence that the persons executing the Contract and the bonds for both the Bidder and its surety or sureties are duly empowered to do so. 26. OWNER RIGHTS The Owner may investigate the qualifications of any Bidder under consideration, require confirmation of information furnished by a Bidder, and require additional evidence of qualifications ITB-7 I I to perform tl A. B. C. D. E. F. G. ie work described in these Bid Documents. The Owner reserves the right to: Reject any or all of the Bids if such action is in the best interest of the Owner Issue subsequent Notices Inviting Bids. Cancel this entire Notice Inviting Bids. Appoint evaluation committees to review any or all Bids. Seek the assistance of outside technical experts to validate the Bid(s). Approve or disapprove the use of particular subcontractors. Waive informalities and irregularities in Bids. The Notice Inviting Bids does not commit the Owner to enter into a contract, nor does it obligate the Owner to pay any costs incurred in preparation and submission of Bids or in anticipation of a contract. 27. BIDDER'S RESPONSIVENESS The Owner will evaluate Bids for responsiveness at the time of Bid opening and before award is made. A Bid must be in strict compliance with the commercial and technical specifications, without exception. Only Bids which conform in all material respects to the Bid Documents can be eligible for award. A Bid not meeting the requirements of the responsiveness checklist may be rejected immediately upon opening, and returned to the Bidders representative. 28. BIDDER'S RESPONSIVENESS CHECKLIST The Owner's initial responsiveness evaluation will consider the following: A. Completed and properly executed Bid Letter (Including a completed Total Bid Price, completed Bid Bond amount, acknowledged addenda, completed state of incorporation or partner/joint venturer information (if applicable), completed license number, and signature by authorized company officer); B. Completed Bid Data Forms (including valid and properly executed Bid Bond for 10% of the Total Bid Price and a completed List of Proposed Subcontractors); C. Properly executed Non-Collusion Affidavit; and D. Completed and properly executed Bidder Information Forms. If the Bidder is a joint venture, each joint venturer shall prepare and submit a separate form. Extra forms, if needed, can be obtained from the Owner, or photocopied by the Bidder, if necessary. ITB - 8 29. i CONTRACT BID FORMS; LISTS OF SUBCONTRACTORS A. Contract Bid Forms. The Bid Letter and Forms must be completed as set forth below. (1) The Contract Bid Forms and Letter must be prepared using ink, indelible pencil or a typewriter. (2) The Bid Letter must be signed by the Bidder or on its behalf by the person or persons having the authority to do so. Proof of the authority to act on behalf of the firm must be submitted when requested. The proof shall be in the form of a certified copy of an appropriate corporate resolution, certificate of partnership or joint venture, or other appropriate document. If Bidder is an entity made up of multiple parties and no person or persons are designated to act on its behalf, all parties shall execute the Bid. (3) Addenda - Receipt of addenda must be acknowledged in the space provided in the Bid Letter. (4) The Bidder shall not delete, modify, supplement or make substitutions thereof, on the printed matter of the Contract Bid Forms or Bid Letter. (5) Corrections shall be initialed by the person who signs the Bid Letter. (6) Exceptions or qualifications to the Bid Documents are strictly forbidden. Any comment by the Bidder which the Owner determines can be construed as altering the requirements of the specifications or the terms and conditions of the Contract will render the Bid nonresponsive and disqualify the Bidder from consideration for award. B. List of Proposed Subcontractors (Forms). State law prohibits substitution of subcontractors listed in the original Bid except as otherwise provided in Sections 4107 and 4107.5 of the California Public Contract Code. Bidders are required to list all Subcontractors whose participation in the Contract will exceed one-half of one percent (0.5%) of the Total Bid Price. The List of Proposed Subcontractors Forms must be completed as set forth below. (1) Name. List the name of Subcontractors who will perform work in excess of one half of one percent (0.5%)of the Total Bid Price. (2) Location. For listed Subcontractors, identify the location of its place of business (City and State). (3) Work. For listed Subcontractors, identify the type/portion of work to be performed in the Contract. Pursuant to Public Contract Code Section 4104, the Owner has determined that it will not allow Bidders twenty-four (24) additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor. ITB-9 30. RESPONSIBILITY CRITERIA Responsibility is the apparent ability of the Bidder to meet and complete successfully the requirements of the Contract. The Owner reserves the right to consider the financial responsibility and general competency of each bidder, as well as its reputation within the industry. Owner may request, and apparent low bidder shall provide, a financial statement, audited if necessary, including the Bidder's latest balance sheet and income statement. Owner expects that each Bidder will fully and truthfully disclose all information required of the Bidder by the Bid Documents. The prospective contractor, in order to be evaluated by the Owner as being a responsible contractor, must complete Section 4 of the Contract Bid Forms to determine that it: A. Has or can secure adequate financial resources to perform the contract; B. Is able to.meet the performance or delivery schedule of the contract, taking into consideration other business commitments; and C. Has a satisfactory record of performance. A contractor seriously deficient in current contract performance, considering the number of contracts and extent of the deficiencies, is presumed not to meet this requirement unless the deficiencies are beyond its control or there is evidence to establish its responsibility notwithstanding the deficiencies. Evidence of such satisfactory performance record should show that the contractor: • (1) Has a satisfactory record of integrity in its dealings with government agencies and with subcontractors, and is otherwise qualified to receive an award under applicable laws and regulations; (2) Has the necessary organization, experience, satisfactory safety record, accounting and operational controls and technical skills or the ability to obtain them; and (3) Has the necessary production, construction, and technical equipment and facilities or the ability to obtain them. END OF INSTRUCTIONS TO BIDDERS • ITB - 10 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CONTRACT BID FORMS BIDDER: • CONTRACT BID FORMS TABLE OF CONTENTS SECTION 3 NON-COLLUSION AFFIDAVIT ............................................................................10 11 BIDDER: SECTION 1 - BID SCHEDULE CBF-0 t BIDDER: • e BID SCHEDULE SCHEDULE OF PRICES FOR ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CDBG PROJECT No. P46402 BASE BID SCHEDULE 1: UNIT OF EST. UNIT ITEM NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST 1 Clearing & Grubbing per plans and specifications. See technical provisions. LS 1 2 Disposal of Waste Materials LS 1 3 Construct PCC Curb Ramps per APWA Sid. Plan 111-3. See Curb Ramp Tabulation on Appendix A per Details and Locations. Ea 68 4 Furnish and install ONLY Truncated Domes Detectable Warning Surfaces - ARMORCAST or Approved Equal see appendix A per details. Ea 12 TOTAL BASE BID PRICE (SCHEDULE BID PRICE):$ Dollar amount in written form ALTERNATE BID ITEM 1 NO. ITEM DESCRIPTION UNIT OF MEASURE EST. CITY. UNIT PRICE ITEM COST 5 Construct 4-inch PCC Sidewalk per APWA Std Plan 113-1. SF 450 6 Construct PCC Cross and Longitudinal Gutters per APWA Std. Plan 122-1. Intersection of Emerson Avenue and Kelburn Avenue SF 300 CBF-1 BIDDER: TOTAL ALTERNATE BID PRICE (SCHEDULE BID PRICE): Dollar amount in written form TOTAL BASE BID PRICE (SCHEDULE BID PRICE):$ Dollar amount in written form The undersigned agrees that these Contract Bid Forms constitute a firm offer to the Owner which cannot be withdrawn for the number of Working Days indicated in the Notice Inviting Bids from and after the bid opening date, or until a Contract for the Work is fully executed by the Owner and a third party, whichever is earlier. The undersigned also agrees that if there is a discrepancy between the written amount of the Bid Price and the numerical amount of the Bid Price, the written amount shall govern. If the Bid Documents specify alternate bid items, the following Alternate Bid amounts shall be added to or deducted from the Total Bid Price entered above. The owner can choose to include one or more of the alternates in the Total Bid Price of the Project. If any of the Alternate Bids are utilized by the Owner, the resulting amount shall be considered the Total Bid Price for the Project. Attached hereto is a certified check, a cashier's check or a bid bond in the amount of Dollars said amount being not less than ten percent (10%) of the Total Bid Price. The undersigned agrees that said amount shall be retained by the Owner if, upon award, we fail or refuse to execute the Contract and furnish the required bonds, certificates and endorsements of insurance and other certifications within the time provided. If awarded a Contract, the undersigned agrees to execute the formal Contract, which will be prepared by the Owner for execution, within five (5) Calendar Days following the Letter of Award for the Contract, and will deliver to the Owner within that same period the necessary original Certificates of Insurance, Endorsements of Insurance, Performance Bond, Payment Bond and all other documentation and certification required by the Contract. The undersigned offers and agrees that if this bid is accepted, it will assign to the purchasing body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 of Part 2 of Division 7 of the Business and Professional Code), arising from purchases of goods, materials or services by the Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to he Contractor. Bidder understands and agrees that, when requested by Owner, he shall provide: (1) evidence satisfactory to the Owner of Bidder's California contractor's license(s) in good standing; (2) evidence that the person signing this Bid is authorized to bind Bidder to this Bid and to a contract resulting therefrom; and (3) any other information and documentation, financial or otherwise, needed by Owner to award a Contract to the lowest responsible and responsive bidder. CBF-2 BIDDER: • Bidder understands and agrees that liquidated damages shall apply to this Contract in the amounts and subject to the terms and conditions described in the Contract Form and the Contract Documents. Bidder acknowledges that data submitted with its Contract Bid Forms which it requires to be incorporated into a Contract arising out of this Submittal has been so identified by Bidder. Bidder further acknowledges that the Owner may, at its discretion, incorporate any of the remaining data submitted herewith into a contract arising out of this Bid. The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents. Addenda Nos. The Bidder understands and agrees that the Total Bid Price is inclusive of all labor, materials, and equipment or supplies necessary to complete the Work as described in the Bid Documents. If this bid is accepted, the undersigned Bidder agrees to enter into and execute the Contract with the necessary bonds and accept the Total Bid Price as compensation in full for all Work under the contract. • CBF-3 BIDDER: By: Signature Business Street Address Type or Print Name City, State and Zip Code Telephone Number Bidder's/Contractor's State of Incorporation Partners or Joint Venturers: Bidder's License Number(s) NOTES: 1) By its signature on this Bid, the Bidder certifies under penalty of perjury the accuracy of the representations made on the Contract Bid Forms. 2) If Bidder is a corporation, enter State of Incorporation in addition to Business Address 3) If Bidder is a partnership or joint venture, give full names of all partners or joint venturers. As further discussed in the instructions to Bidders, Bidder will be require to provide evidence that the person signing on behalf of the corporation, nnrtnershio or ioint venture has the authority to do so. _ CBF-4 BIDDER: • SECTION 2 BID DATA FORMS CBF-5 BIDDER: Bidder shall submit its Bid data in accordance with the format shown on each of the following Bid Data Forms. Bidders shall prepare and use as many sheets as are necessary to adequately provide the information required. Bidder shall ensure that every page of its Bid Data Forms are properly identified with the Bidder's name and page number. 2.A BID BOND KNOW ALL MEN BY THESE PRESENTS: THAT as Principal, and as Surety, are held firmly bound unto the CITY OF ROSEMEAD (hereinafter called the OWNER) in the sum of being not less than ten percent (10%) of the Total Bid Price; for the payment of which sum will and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a bid to the OWNER to perform all Work required for the Annual 2008-2009 Curb Ramps Construction Project as set forth in the Notice Inviting Bids and accompanying Bid Documents, dated NOW, THEREFORE, if said Principal is awarded a Contract for the Work by the OWNER and, within the time and in the manner required by the above- referenced Bid Documents, enters into the written form of Contract bound with said Bid Documents, furnishes the required bonds (one to guarantee faithful performance and the other to guarantee payment for labor and materials) furnishes the required insurance certificates and endorsements, and furnishes any other certifications as may be required by the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by the OWNER and judgment is recovered, said Surety shall pay all costs incurred by the OWNER in such suit, including reasonable attomeys' fees to be fixed by the court. SIGNED AND SEALED, this day of , 20_ (SEAL) Principal By: By: Signature (SEAL) Surety Signature CBF-6 BIDDER: 0 2.13 LIST OF PROPOSED SUBCONTRACTORS In compliance with the "Subletting and Subcontracting Fair Practices Act," Sections 4100 through 4114 of the California Public Contract Code, and any amendments thereto, each Bidder shall provide the information requested below for each subcontractor who will perform work, labor or render service to Bidder in or about the construction of the Work in an amount in excess of one-half of one percent (greater than 0.5 of the Bidder's Total Bid Price, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, and shall further set forth the portion of the Work which will be done by each subcontractor. Bidder shall list only one subcontractor for any one portion of the Work. Pursuant to Public Contract Code Section 4104, the Owner has determined that it wiH allow Bidders twenty-four (24) additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor. If the Bidder fails to specify a subcontractor for any portion of the Work to be performed under the Contract, it shall be deemed to have agreed to perform such portion itself, and shall not be permitted to subcontract that portion of the Work except under the conditions hereinafter set forth below. Subletting or subcontracting of any portion of the Work in excess of one half of one percent • (greaterthan 0.5%) of the Total Bid Price or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, for which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after Owner approval. • CBF-7 BIDDER: i I I 2.B LIST OF PROPOSED SUBCONTRACTORS (continued) Duplicate Next 2 Pages H needed for listing additional subcontractors." j Name and Location Description of Work of Subcontractor to be Subcontracted i Name: Address: I Name and Location Description of Work of Subcontractor to be Subcontracted i Name: Address: Name and Location Description of Work of Subcontractor to be Subcontracted Name: Address: ! • Name and Location Description of Work i of Subcontractor to be Subcontracted Name: Address: Name and Location Description of Work of Subcontractor to be Subcontracted Name: Address: CBF-8 BIDDER: 2.C REFERENCES The following are the names, addresses and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two (2) years: 1. Name and Address Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 2. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed • 3. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 4. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed • CBF-9 BIDDER: SECTION 3 NON-COLLUSION AFFIDAVIT CBF - 10 BIDDER: • NON-COLLUSION AFFIDAVIT In accordance with Public Contract Code Section 7106, the undersigned, being first duly sworn, deposes and says that he or she holds the position listed below with the bidder, the party making the foregoing bid, 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. Signature 0 Typed or Printed Name Bidder 11 Subscribed and sworn before me This _ day of 20_ (Seal) Notary Public in and for the State of California My Commission Expires: CBF-11 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CONTRACT AGREEMENT.. 0 CONTRACT AGREEMENT PARTIES AND DATE. This Agreement is made and entered into this day of 20_ by and between the City of Rosemead, a municipal corporation of the State of California, located at 8838.E. Valley Blvd., Rosemead, California 91770, ("City") and [insert Name of Company], a [insert type of entity - corporation, partnership, sole proprietorship or other legal entity] with its principal place of business at [insert address] (hereinafter referred to as "Contractor"). City and Contractor are sometimes individually referred to as "Party" and collectively as "Parties" in this Agreement.. 2. RECITALS. 2.1 Contractor. Contractor desires to perform and assume responsibility for the provision of certain services required by the City on the terms and conditions set forth in this Agreement. Contractor represents that it is experienced in providing [insert type of services] services to public clients, that it and its employees or subcontractors have all necessary licenses and permits to perform the Services in the State of California, and that is familiar with the plans of City. 2.2 Project. City desires to engage Contractor to render such services for the [insert Name of Project] ("Project") as set forth in this Agreement. 3. TERMS. 3.1 Scope of Services and Term. 3.1.1 General Scope of Services. Contractor promises and agrees to furnish to the Owner all labor, materials, tools, equipment, services, and, incidental and customary work necessary to fully and adequately supply the professional [insert type of services] maintenance services necessary for the Project ("Services"). All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. 3.1.2 Term. The term of this Agreement shall be from [insert start date] to [insert ending date], unless earlier terminated as provided herein. Contractor shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the term of this Agreement if necessary to complete the Services. 0 Name of Company] 2 of [insert last page number of agreement] 3.2 Responsibilities of Contractor. 3.2.1 Control and Payment of Subordinates; Independent Contractor. The Services shall be performed by Contractor or under its supervision. Contractor will determine the means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Contractor on an independent contractor basis and not as an employee. Contractor retains the right to perform similar or different services for others during the term of this Agreement. Any additional personnel performing the Services under this Agreement on behalf of Contractor shall also not be employees of City and shall at all times be under Contractor's exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance. 3.2.2 Schedule of Services. Contractor shall perform the Services expeditiously, within the term of this Agreement, and in accordance with the Schedule of Services set forth in Exhibit "B" attached hereto and incorporated herein by reference. Contractor represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions. In order to facilitate Contractor's conformance with the Schedule, City shall respond to Contractor's submittals in a timely manner. Upon request of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services. 32.3 Conformance to Applicable Requirements. All work prepared by Contractor shall be subject to the approval of City. 32.4 City's Representative. The City hereby designates [insert Name or Title], or his or her designee, to act as its representative for the performance of this Agreement ("City's Representative"). City's Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City's Representative or his or her designee. 3.2.5 Contractor's Representative. Contractor hereby designates [insert Name or Title], or his or her designee, to act as its representative for the performance of this Agreement ("Contractor's Representative"). Contractor's Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. The Contractor's Representative shall supervise and direct the Services, using his/her best skill and attention, and shall be responsible for all means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Services under this Agreement. 3.2.6 Coordination of Services. Contractor agrees to work closely with City staff in the performance of Services and shall be available to City's staff, consultants and i i i (nsert Name of Company] • Page 3 of [insert last page number of agreement] other staff at all reasonable times. 3.2.7 Standard of Care; Performance of Employees. Contractor shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Services. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Services assigned to them. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor's failure to comply with the standard of care provided for herein. Any employee of the Contractor or its sub-contractors who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed to perform any of the Services or to work on the Project. 3.2.8 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with Services. If the Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations. 3.2.9 Insurance. 3.2.9.1 . Time for Compliance. Contractor shall maintain prior to the beginning of and for the direction of this Agreement insurance coverage as specified in Exhibit D attached to and part of this agreement. 3.2.10 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and • regulations, and shall exercise all necessary precautions for the safety of employees [insert Name of Company] Page 4 of [insert last page number of agreement] appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to: (A) adequate life protection and life saving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures. 3.2.11 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 3.2.12 Bonds. 3.2.12.1 Performance Bond. Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City. 3.2.12.2 Payment Bond. Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not-to- exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City. 3.2.12.3 Bond Provisions. Should, in City's sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No [insert Name of Company] • Page 5 of [insert last page number of agreement] further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or alteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause. 3.2.12.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California-admitted surety with a current A.M. Best's rating no less than A:VIII and satisfactory to the City. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City. 3.3 Fees and Payments is 33.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit C attached hereto and incorporated herein by reference. The total compensation shall not exceed [insert written dollar amount] ($[insert numerical dollar amount]) without advance written approval of City's project manager. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement. 3.3.2 Payment of Compensation. Contractor shall submit to City a monthly itemized statement which indicates work completed and hours of Services rendered by Contractor. The statement shall describe the amount of Services and supplies provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. City shall, within 45 days of receiving such statement, review the statement and pay all approved charges thereon. 3.3.3 Reimbursement for Expenses. Contractor shall not be reimbursed for any expenses unless authorized in writing by City. 3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, "Extra Work" means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. Contractor shall not perform, nor be compensated for, Extra Work without 0 written authorization from City's Representative [insert Name of Company] Page 6 of [insert last page number of agreement] 3.3.5 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. . 3.4 Accounting Records. 3.4.1 Maintenance and Inspection. Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a. period of three (3) years from the date of final payment under this Agreement. 3.5 General Provisions. 3.5.1 Termination of Agreement. 3.5.1.1 Grounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Contractor shall be compensated only for those services which have been adequately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Agreement except for cause. 3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Contractor to provide all finished or unfinished Documents and Data and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be [insert Name of Company] • Page 7 of [insert last page number of agreement] required to provide such document and other information within fifteen (15) days of the request. 3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. 3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose: CONTRACTOR: [Insert Name]. [Insert Address] [Insert City, State zip] Attn: [Contact Person] CITY City of Rosemead P.O. Box 399 • Rosemead, CA 91770 Attn: Such notice shall be deemed made when personally delivered orwhen mailed, forty- eight (48) hours after deposit in the_U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. 3.5.3 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement. 3.5.4 Attorney's Fees: If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorney's fees and all other costs of such action. 3.5.5 Indemnification. Contractor shall defend, indemnify and hold the City, its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, to property or persons, including wrongful death, in any manner arising out of or incident to any alleged acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with 0 the performance of the Services, the Projector this Agreement, including without limitation [insert Name of Company] Page 8 of [insert last page number of agreement] the payment of all consequential damages and attorneys fees and other related costs and expenses. Contractor shall defend, at Contractor's own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its directors, officials, officers, employees, agents or volunteers. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its directors, officials, officers, employees, agents or volunteers, in any such suit, action or other legal proceeding. Contractor shall reimburse City and its directors, officials, officers, employees, agents and/or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its directors, officials officers, employees, agents or volunteers. 3.5.6 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties. 3.5.7 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Los Angeles County. 3.5.8 Time of Essence. Time is of the essence for each and every provision of this Agreement. 3.5.9 City's Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project. 3.5.10 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties. 3.5.11 Assignment or Transfer. Contractor shall not assign, hypothecate, or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. 3.5.12 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Contractor include all personnel, employees, agents, and subcontractors of Contractor, except as otherwise specified in this Agreement. All references to City include its elected officials, officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Agreement. [insert Name of Company] • Page 9 of [insert last page number of agreement] 3.5.13 Amendment; Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties. 3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel, or otherwise. 3.5.15 No Third Parry Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties. 3.5.16 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect. 3.5.17 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicitor secure this Agreement. Further, Contractor warrants that . it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom. 3.5.18 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall also comply with all relevant provisions of City's Minority Business Enterprise program Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted. 3.5.19 Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provisions of Section 3700 of the California 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 agrees to comply with such provisions before commencing the performance of the Services. • 3.5.20 Authority to Enter Agreement. Contractor has all requisite power and [insert Name of Company] Page 10 of [insert last page number of agreement] authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party. 3.5.21 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original. 3.6 Subcontracting. 3.6.1 Prior Approval Required. Contractor shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. [signatures on next page] I [insert Name of Company] Page 11 of [insert last page number of agreement] CITY OF ROSEMEAD [INSERT NAME OF CONTRACTOR] I • City Mayor Attest: Gloria Molleda City Clerk Approved as to Form: Garcia Calderon Ruiz LLP N [If Corporation, TWO SIGNATURES, President OR Vice President AND Secretary, AND CORPORATE SEAL OF CONTRACTOR REQUIRED] 1 Yel l1V. City Attorney i 'Ml- 02/08 Documents [insert Name of Company] Page 1 of [insert last page number of agreement] INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work, Consultant will maintain insurance in conformance with the requirements set forth below. Consultant will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth here, Consultant agrees to amend, supplement or endorse the existing coverage to do so. Consultant acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to City in excess of the limits and coverage required in this agreement and which is applicable to a given loss, will be available to City. Consultant shall provide the following types and amounts of insurance: Commercial General Liability Insurance using Insurance Services Office "Commercial General Liability" policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits are subject to review but in no event less than $1,000,000 per occurrence. Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including symbol 1 (Any Auto) or the exact equivalent. Limits are subject to review, but in no event to be less that $1,000,000 per accident. If Consultant owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Consultant or Consultant's employees will use personal autos in any way on this project, Consultant shall provide evidence of personal auto liability coverage for each such person. Workers Compensation on a state-approved policy form providing statutory benefits as required by law with employer's liability limits no less than $1,000,000 per accident or disease. Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Any such coverage provided under an umbrella liability policy shall include a drop down provision providing primary coverage above a maximum $25,000 self-insured retention for liability not covered by primary but covered by the umbrella. Coverage shall be provided on a "pay on behalf"basis, with defense costs payable in addition to policy limits. Policy shall contain a provision obligating insurer at the time insured's liability is determined, not requiring actual payment by the insured first. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of Consultant, subconsultants or others involved in the Work. The scope of coverage provided is subject to approval of City following receipt of proof of insurance as required herein. Limits are subject to review but in no event less than $ per occurrence. i I I i I • D-1 [insert Name of Company] • Page 2 of [insert last page number of agreement] Professional Liability or Errors and Omissions Insurance as appropriate shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the consultant and "Covered Professional Services" as designated in the policy must specifically include work performed under this agreement. The policy limit shall be no less than $1,000,000 per claim and in the aggregate. The policy must "pay on behalf of the insured and must include a provision establishing the insurer's duty to defend. The policy retroactive date shall be on or before the effective date of this agreement. Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the state of California and with an A.M. Bests rating of A- or better and a minimum financial size Vll: General conditions pertaining to provision of insurance coverage by Consultant. Consultant and City agree to the following with respect to insurance provided by Consultant: 1. Consultant agrees to have its insurer endorse the third party general liability coverage required herein to include as additional insureds City, its officials, employees and agents, using standard ISO endorsement No. CG 2010 with an edition prior to 1992. Consultant also agrees to require all contractors, and • subcontractors to do likewise. 2. No liability insurance coverage provided to comply with this Agreement shall prohibit Consultant, or Consultant's employees, or agents, from waiving the right of subrogation prior to a loss. Consultant agrees to waive subrogation rights against City regardless of the applicability of any insurance proceeds, and to require all contractors and subcontractors to do likewise. 3. All insurance coverage and limits provided by Contractor and available or applicable to this agreement are intended to apply to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operations limits the application of such insurance coverage. 4. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. 5. No liability policy shall contain any provision or definition that would serve to eliminate so-called "third parry action over" claims, including any exclusion for bodily injury to an employee of the insured or of any contractor or subcontractor. 6. All coverage types and limits required are subject to approval, modification and additional requirements by the City, as the need arises. Consultant shall not make any reductions in scope of coverage (e.g. elimination of contractual liability • or reduction of discovery period) that may affect City's protection without City's prior written consent. D-2 [insert Name of Company] Page 3 of [insert last page number of agreement] Proof of compliance with these insurance requirements, consisting of certificates of insurance evidencing all of the coverages required and an additional insured endorsement to Consultant's general liability policy, shall be delivered to City at or prior to the execution of this Agreement. In the event such proof of any insurance is not delivered as required, or in the event such insurance is canceled at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other agreement and to pay the premium. Any premium so paid by City shall be charged to and promptly paid by Consultant or deducted from sums due Consultant, at City option. 8. Certificate(s) are to reflect that the insurer will provide 30 days notice to City of any cancellation of coverage. Consultant agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, or that any party will "endeavor" (as opposed to being required) to comply with the requirements of the certificate. 9. It is acknowledged by the parties of this agreement that all insurance coverage required to be provided by Consultant or any subcontractor, is intended to apply first and on a primary, noncontributing basis in relation to any other insurance or self insurance available to City. 10. Consultant agrees to ensure that subcontractors, and any other party involved with the project who is brought onto or involved in the project by Consultant, provide the same minimum insurance coverage required of Consultant. Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Consultant agrees that upon request, all agreements with subcontractors and others engaged in the project will be submitted to City for review. 11. Consultant agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance required herein and further agrees that it will not allow any contractor, subcontractor, Architect, Engineer or other entity or person in any way involved in the performance of work on the project contemplated by this agreement to self-insure its obligations to City. If Consultant's existing coverage includes a deductible or self-insured retention, the deductible or self-insured retention must be declared to the City. At that time the City shall review options with the Consultant, which may include reduction or elimination of the deductible or selfinsured retention, substitution of other coverage, or other solutions. 12. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Consultant ninety (90) days advance written notice of such change. If such change results in substantial D-3 [insert Name of Company] Page 4 of [insert last page number of agreement] • additional cost to the Consultant, the City will negotiate additional compensation proportional to the increased benefit to City. 13. For purposes of applying insurance coverage only, this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this Agreement. 14. Consultant acknowledges and agrees that any actual or alleged failure on the part of City to inform Consultant of non-compliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard. 15. Consultant will renew the required coverage annually as long as City, or its employees or agents face an exposure from operations of any type pursuant to this agreement. This obligation applies whether or not the agreement is canceled or terminated for any reason. Termination of this obligation is not effective until City executes a written statement to that effect. 16. Consultant shall provide proof that policies of insurance required herein expiring • during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Consultant's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City within five days of the expiration of the coverages. 17. The provisions of any workers' compensation or similar act will not limit the obligations of Consultant under this agreement. Consultant expressly agrees not to use any statutory immunity defenses under such laws with respect to City, its employees, officials and agents. 18. Requirements of specific coverage features or limits contained in this section are not intended as limitations on coverage, limits or other requirements nor as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all- inclusive. 19. These insurance requirements are intended to be separate and distinct from any other provision in this agreement and are intended by the parties here to be interpreted as such. • 20. The requirements in this Section supersede all other sections and provisions of this Agreement to the extent that any other section or provision conflicts with or impairs the provisions of this Section. D-4 i [insert Name of Company] Page 5 of [insert last page number of agreement] • 21. Consultant agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to charge City or Consultant for the cost of additional insurance coverage required by this agreement. Any such provisions are to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto. Consultant agrees to provide immediate notice to City of any claim or loss against Consultant arising out of the work performed under this agreement. City assumes no obligation or liability by such notice, but. has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. D-5 • CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT PERFORMANCE BOND PERFORMANCE BOND WHEREAS the CITY OF ROSEMEAD (also herein "Obligee") has awarded to (hereinafter "Contractor'), a contract for work consisting of but not limited to, furnishing all labor, materials, tools, equipment, services, and incidentals forthe Annual 2008-2009 Curb Ramp Construction Project and all other required structures and facilities within the rights-of-way, easements and permits; WHEREAS, the Work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated (hereinafter the "Public Work Contract"); and WHEREAS, the Contractor is required by said Public Work Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof, NOW, THEREFORE, we the undersigned Contractor, as Principal, and , a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the CITY OF ROSEMEAD in the sum of dollars, said sum being not less than 100% of the total amount payable by the said Obligee under the terms of the said Public Work Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, his or its heirs, executors, administrators, successors orassigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Public Work Contract and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill the one-year guarantee of all materials and workmanship; and indemnify and save harmless the Obligee, its officers and agents, as stipulated in the said Public Work Contract, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect, In the event legal action is required to enforce the provisions of this agreement, the prevailing party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary disbursements, and other damages. In case legal action is required to enforce the provisions of this bond, the prevailing party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary disbursements and other consequential damages. PERFORMANCE BOND - 1 • The said Surety, for value received, hereby stipulates and agrees that no change, extensions of time, alteration or addition to the terms of the Public Work Contract or to the Work to be performed thereunder, or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work or to Specifications. IN WITNESS WHEREOF, we have hereto set our hands and seals this day on 120 Principal/Contractor By: President Surety By: • Attomey-in-Fact The rate of premium on this bond is per thousand. The total amount of premium charged, $ (The above must be filled in by corporate surety.) 0 PERFORMANCE BOND - 2 i I II STATE OF CALIFORNIA ) j ss. COUNTY OF ) On this day of , in the year , before me, a Notary Public in and for said state, personally appeared , known to me (or proved to be on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as the Attorney-in-Fact of the (surety) and acknowledged to me that he subscribed the name of the _ (surety) thereto and his own name as Attorney-in-Fact Notary Public in and for said State (SEAL) My Commission expires PERFORMANCE BOND - 3 CERTIFICATE AS TO CORPORATE PRINCIPAL certify that I am the Secretary of the corporation named as principal to the within bond; that who signed the said bond on behalf of the principal was then of said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing Board. (Corporate Seal) Signature Date n LJ NOTE: A copy of the power of attorney to local representatives of the bonding company may be attached hereto. PERFORMANCE BOND-4 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT PAYMENT BOND • PAYMENT (MATERIAL & LABOR) BOND WHEREAS the CITY OF ROSEMEAD (hereinafter "Obligee") has awarded to (hereinafter "Contractor"), a contract for work consisting of but not limited to, furnishing all labor, materials, tools, equipment, services, and incidentals for the Annual 2008-2009 Curb Ramps Construction Project and all other required structures and facilities within the rights-of-way, easements and permits; WHEREAS, the Work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated (hereinafter the "Public Work Contract"); and WHEREAS, said Contractor is required to furnish a bond in connection with said Public Work Contract providing that if said Contractor or any of his or its subcontractors shall fail to pay for,any materials, provisions, or other supplies, or terms used in, upon, for or about the performance of the Work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the provisions of 3248 of the California Civil Code, with respect to such work or labor, that the Surety on this bond will pay the same together with a reasonable attorney's fee in case suit is brought on the bond. • NOW, THEREFORE, we the undersigned Contractor, as Principal and ; a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the CITY OF ROSEMEAD and to any and all material men, persons, companies or corporations furnishing materials, provisions, and other supplies used in, upon, for or about the performance of the said Public Work, and all persons, companies or corporations renting or hiring teams, or implements or machinery, for or contributing to said Public Work to be done, and all persons performing work or labor upon the same and all persons supplying both work and materials as aforesaid excepting the said Contractor, the sum of dollars, said sum being not less than 100% of the total amount payable by said Obligee under the terms of the said Public Work Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal, his or its subcontractors, heirs, executors, administrators, successors, cr assigns, shall fail to pay for any materials, provisions, or other supplies or machinery used in, upon, for or about the performance of the Work contracted to be done, or for work or labor thereon of any kind, or fail to pay any of the persons named in California Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the PAYMENT BOND - 1 Employment Development Department from the wages of employees of the contractor and his subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, and all other applicable laws of the State of California and rules and regulations of its agencies, then said Surety will pay the same in or to an amount not exceeding the sum specified herein. In case legal action is required to enforce the provisions of this bond, the prevailing party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary disbursements and other consequential damages. In addition to the provisions hereinabove, it is agreed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to make claims under Sections 3110, 3111, 3112 and 3181 of the California Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or additions to the terms of the said Public Work Contract or to the Work to be performed thereunder or the specification accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the Specifications. IN WITNESS WHEREOF, we have hereto set our hands and seals this day on 120 Principal/Contractor By: President Surety By: Attorney-in-Fact PAYMENT BOND - 2 STATE OF CALIFORNIA ) COUNTY OF ) ss. On this _ day of in the year before me, a Notary Public in and for said state, personally appeared known to me (or proved to be on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as the Attorney-in-Fact of the (surety) and acknowledged to me that he subscribed the name of the (surety) thereto and his own name as Attorney-in-Fact. Notary Public in and for said State (SEAL) My Commission Expires • • PAYMENT BOND - 3 CERTIFICATE AS TO CORPORATE PRINCIPAL that certify that I am the Secretary of the corporation named as principal in the attached bond, who signed the said bond on behalf of the principal was then of said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing Board. (Corporate Seal) Signature Date NOTE: A copy of the power of attorney to local representatives of the bonding company may be attached hereto. PAYMENT BOND - 4 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CONTRACT PROVISIONS 0 SECTION 3 CLAUSE (All Section 3 covered contracts shall include the Section 3 Clause) Section 3 Clause a. The work to be performed under this contract is subject to the. requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by the U.S. Department of Housing and Urban Development (HUD) assistance or HUD assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. b. The parties to this contract will comply with HUD's regulations as set forth in 24 CFR Part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 135 regulations. c. The contractor agrees to send to each labor organization or representative of workers which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 Clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall; describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each, and the name and location of the persons) taking applications foe each of the positions, and the anticipated date the work shall begin. d. The contractor agrees to include this Section 3 Clause in every subcontract subject to compliance with regulations in 24 CFR Part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 Clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR Part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of regulations under 24 CFR Part 135. e. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected, but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, where not filled to circumvent the contractor's obligations under 24 CFR Part 135. f. Noncompliance with HUD's regulations in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. g. With respect to work performed in connection with Section 3 covered Indian Housing Assistance, Section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that the greatest extent feasible; (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with Section 7(b). A Section 3 Responsive bidder is a bidder that submits a Section 3 Business Certification form with the bid, and • 1. Qualifies as a Section 3 Business concern because the business -is 51 % owned by low-income residents, or •30% or more of its permanent full-time employees are low-income residents, and -Provides the Section 3 Resident Certification form(s) for each qualified employee. -OR- 2. Makes a written commitment by submitting a Section 3 Economic Opportunity Plan with their bid indicating that the bidder will: -Hire at least 30% aggregate new-hires that are qualified low-income residents, and -Provide the Section 3 Resident Certification form(s) for each Section 3 new-hire, or -Subcontract 25% or more of the bid amount to qualified Section 3 Business Concem(s), and -Ensure that the Business Concem(s) provide Section 3 Resident Certification form(s) for each qualified employee. NOTE: If the contract is awarded based upon the written commitment, the contractor will be responsible to document all efforts made to recruit Section 3 resident new-hires. Additionally, the recipient of a Section 3 contract who commits to the Section 3 goal is required to submit a Section 3 Summary Report by July 1 and/or with their final Certified Payroll Report submission. First preference will be given to a bidder who provides a reasonable bid and is a qualified Section 3 Business Concern. Second preference will be given to a bidder who provides a reasonable bid and commits to achieving the Section 3 employment, training and subcontracting opportunity goals by submitting a written commitment (Economic Opportunity Plan). A Section 3 Non-responsive bidder is a bidder that: ► Fails to provide a Section 3 Business Certification form documenting Section 3 qualifications with a bid response, or • ► Fails to provide a Section 3 Business Certification form and an Economic Opportunity Plan with a bid response. However, if the lowest bid of a qualified Section 3 Responsive Bidder is not reasonable (not within the Zone of Consideration), as defined below, the construction contract shall be awarded to the lowest bid from any responsive and responsible bidder. A REASONABLE bid is a bid that is not more then the value of °X' higher than the LOWEST BID. 1. The actual dollar amount of bid received from any responsible bidder, PLUS 2. The "X" FACTOR, which is the lesser of; a. The dollar amount of the required percentage listed on the chart below of the Bid submitted, or b. The actual dollar amount listed on the chart below. 3. Equal the MAXIMUM ACCEPTABLE BID. ZONE OF CONSIDERATION • If the Lowest Bid is The:"X" FACTOR At Least But Less Than is'the:.Lesser than $100,000 N/A 10% $9,000 $100,000 $200,000 9% $16,000 $200,000 $300,000 8% $21,000 $300,000 $400,000 7% $24,000 $400,000 $500,000 6% $25,000 $500,000 $1,000,000 5% $40,000 $1,000,000 $2,000,000 4% $60,000 $2,000,000 $4,000,000 3% $80,000 $4,000,000 $7,000,000 2% $105,000 $7,000,000 1.5% 2 Federal Labor Standards Provisions Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance. A. 1. (t) Minimum Wages. All laborers and mechanics em- ployed or working upon the site of the work will be paid uncondi- tionally and not less often than once a week, and without subse- quent deduction or rebate on any account (except such payroll deductions as are permitted by regulations Issued by the Secre- tary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equiva- lents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, re- gardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section I(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) underplans, funds, or programs, which coverthe particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classi- fication of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics per- forming work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any addi- tional classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible, place where it can be easily seen by the workers. (if) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage deter- mination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe ben- efits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) if the contractor and the laborers and mechanics to be em- ployed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (Including the amount designated for fringe benefits where U.S. Department of Housing and Urban Development Office of Labor Relations appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of La- bor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215- 0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommenda- tion of HUD or its designee, to the Administrator for determina- tion. The Administrator, or an authorized representative, will Is- sue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215- 0140.) (d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii)(b) or (c) of this para- graph, shall be paid to all workers performing work in the classifi- cation under this contract from the first day on which work is per- formed in the classification. (fit) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay an- other bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs rea- sonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable stan- dards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate ac- count assets for the meeting of obligations under the plan or pro- gram. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) 2. Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the De- partment of Labor withhold or cause to be withheld from the con- tractor under this contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued pay- ments or advances as may be considered necessary to pay la- borers and mechanics, including apprentices, trainees and help- ers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part form HUD-4010 (07/2003) Previous edition is obsolete Page 1 of 4 mi. Handbook 1344.1 • of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts. 3. (1) Payrolls and basic records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereaf- ter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social secu- rity number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section I(b)(2)(B) of the Davis-bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Sec- tion I(b)(2)(B) of the Davis-Bacon Act, the contractor shall main- tain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially re- sponsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) (ii) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or its designee if the agency Is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out ac- curately and completely all of the Information required to be main- tained under 29 CFR 5.5(a)(3)(1). This information maybe submit- led in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Gov- ernment Printing Office, Washington, DC 20402. The prime con- tractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) (b) Each payroll submitted shall be accompanied by a'State- ment of Compliance; signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the per- sons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be maintained under 29 CFR 5.5 (a)(3)(i) and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, ap- prentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without re- bate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the appli- cable wage determination incorporated into the contract. (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall sat- isfy the requirement for submission of the "Statement of Compli- ance" required by subparagraph A.3.(ii)(b). (d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records re- quired under subparagraph A.3.(i) available for inspection, copy- ing, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such rep- resentatives to interview employees during working hours on the job. 11 the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pur- suant to 29 CFR 5.12. 4. Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. De- partment of Labor, Employment and Training Administration, Of- fice of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not Individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an ap- prentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actu- ally performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which Its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the • form HUD-4010 (07/2003) ret. Handbook 1344.1 Previous edition is obsolete Page 2 of 4 journeymen hourly rate specified in the applicable wage determi- nation. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the appren- ticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage deter- mination for the applicable classification. If the Administrator de- termines that a different practice prevails for the applicable ap- prentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Train- ing, Employer and Labor Services, or a Stale Apprenticeship Agency recognized by the Office, withdraws approval of an ap- prenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is ap- proved. (if) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior ap- proval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Train- ing Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprentice- ship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the pay- roll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Adminis- tration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the con- tractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (III) Equal employment opportunity. The utilization of appren- tices, trainees and journeymen under 29 CFR Part 5. shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contrac- tor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the con- tract and for debarment as a contractor and a subcontractor as provided In 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorpo- rated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be sub- ject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the De- partment of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their repre- sentatives. 10. (f) Certification of Eligibility. By entering into this contract the contractor certifies that neither it (nor he or she) nor any per- son or firm who has an Interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate In HUD programs pursuant to 24 CFR Part 24. (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (III) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.G. 1001. Additionally, U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Adminis- tration transactions", provides in part: "Whoever, for the purpose of influencing in any way the action of such Administration..... makes, utters or publishes any statement knowing the same to be false..... shall be fined not more than $5,000 or imprisoned not more than two years, or both" 11. Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be dis- charged or In any other manner discriminated against by the Con- tractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or Is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B. Contract Work Hours and Safety Standards Act. The provi- sions of this paragraph B are applicable only where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms 'laborers" and "mechanics' include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor con- tracting for any part of the contract work which may require or involve 6. Subcontracts. The contractor or subcontractor will insert in the employment of laborers or mechanics shall require or permit any any subcontracts the clauses contained in subparagraphs 1 such laborer or mechanic in any workweek in which he or she is through 11 of this paragraph A and such other clauses as HUD or employed on such work to work in excess of 40 hours in such work- its designee may by appropriate instructions require, and a copy week unless such laborer or mechanic receives compensation at a of the applicable prevailing wage decision, and also a clause re- rate not less than one and one-half times the basic rate of pay for all quiring the subcontractors to include these clauses in any lower hours worked in excess of 40 hours in such workweek. tier subcontracts. The prime contractor shall be responsible for (2) Violation; liability for unpaid wages; liquidated damages. the compliance by any subcontractor or lower tier subcontractor In the event of any violation of the clause set forth in subpara- with all the contract clauses in this paragraph. form HUD-4010 (07/2003) ref. Handbook 1344.1 Previous edition is obsolete Page 3 of 4 graph (1) of this paragraph, the contractor and any subcontractor • responsible therefor shall be liable for the unpaid wages. In addi- tion, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permit- ted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph. (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of La- bor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabillties of such con- tractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the sub- contractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety. The provisions of this paragraph C are ap- plicable only where the amount of the prime contract exceeds $100,000- (1) No laborer or mechanic shall be required to work in surround- ings or under working conditions which are unsanitary, hazard- ous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Sec- retary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Con- tract Work Hours and Safety Standards Act, 40 USC 3701 of sea. (3) The Contractor shall include the provisions of this para- graph in every subcontract so that such provisions will be binding on each subcontractor. The Contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. • form HUD-4010 (07/2003) mf 14-dh-k I1 41 Previous edition is obsolete Page 4 of 4 Page 1 of 23 GENERAL DECISION: CA20080033 01/02/2009 CA33 Date: January 2, 2009 - General Decision Number: CA20080033 01/02/2009 Superseded General Decision Number: CA20070033 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Los Angeles County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Publication Date 02/08/2008 02/15/2008 02/22/2008 02/29/2008 03/07/2008 04/04/2008 04/11/2008 05/09/2008 06/20/2008 07/04/2008 07/11/2008 08/01/2008 08/08/2008 08/15/2008 08/29/2008 09/12/2008 10/03/2008 01/02/2009 ASBE0005-002 08/07/2007 Rates Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) $ 37.01 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) 20.76 ASEE0005-004 08/07/2006 Rates Fringes 10.84 10.23 Fringes http://frwebgate.access.gpo.gov/cgi-bin/getdoe.egi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 2 of 23 Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical. systems, whether they contain asbestos or not) $ 19.55 BOIL0092-003 10/01/2007 Rates BOILERMAKER $ 37.99 BRCA0004-007 05/01/2008 Rates Bricklayer; Marble Setter $ 35.46 BRCA0018-004 06/01/2007 Rates MARBLE FINISHER.: $ 24.02 • TILE FINISHER $ 19.82 Tile Layer $ 30.55 BRCA0018-010 10/08/2007 Rates TERRAZZO FINISHER $ 25.54 TERRAZZO WORKER/SETTER $ 32.63 CARP0409-001 07/01/2007 Rates 6.38 Fringes 18.11 Fringes 10.60 Fringes 8.41 7.51 11.62 Fringes 8.62 9.41 Fringes CARPENTER (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer $ 35.51 9.20 (2) Millwright $ 36.01 9.20 (3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or $cowman, Rockslinger, Shingler (Commercial) $ 35.64 9.20 (4) Pneumatic Nailer, Power Stapler $ 35.76 9.20 • (5) Sawfiler $ 35.60 9.20 (6) Scaffold Builder 27.46 9.20 (7) Table Power Saw http://frwebgate.access.gpo.gov/cgi-bin/getdoacgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 3 of 23 operator $ 35.61 9.20 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. Certified Welder - $1.00 per hour premium. CARP0409-002 07/01/2007 Rates Fringes Diver (1) Wet $ 639.29 8.20 .(2) Standby $ 317.12 8.20 (3) Tender $ 309.12 8.20 (9) Assistant Tender $ 285.12 8.20 Amounts in "Rates' column are per day CARP090 9-005 07/01/2007 Rates Fringes Drywall DRYWALL INSTALLER/LATHER $ 35.51 9.17 STOCKER/SCRP.PPER............ $ 10.00 6.56 CARP0909-008 01/01/2007 Rates Fringes Modular Furniture Installer $ 18.25 7.16 ELE00011-009 07/28/2008 Rates Fringes ELECTRICIAN (INSIDE ELECTRICAL WORK) Journeyman Electrician $ 35.95 3%+16.32 ELECTRICIAN (INTELLIGENT TRANSPORTATION SYSTEMS Street Lighting, Traffic Signals, CCTV,and Underground Systems) Journeyman Transportation Electrician. $ 35.60 3%+16.67 Technician $ 26.70 3%+16.67 FOOT NOTE: CABLE SPLICER & INSTRUMENT PERSON: Recieve 5% additional per hour above Journeyman Electrician basic hourly rate. TUNNEL WORK: 10% additional per hour. SCOPE OF WORK - TRANSPORTATION SYSTEMS ELECTRICIAN: http://frwebgate.access.gpo. gov/cgi-binlgetdoe.egi?dbname=Davis-Bacon&docid=CA2008... 1/812009 Page 4 of 23 • Installation of street lights and traffic signals,including electrical circuitry, programmable controllers, pedestal-mounted electrical meter enclosures and laying of pre-assembled multi-conductor cable in ducts, layout of electrical systems and communication installation, including proper position of trench depths and radius at duct banks, location for man holes, pull boxes, street lights and traffic signals. Installation of underground ducts for electrical,telephone, cable television and communication systems. Pulling,termination and splicing of traffic signal and street lighting conductors and electrical systems including interconnect,detector loop, fiber optic cable and video/cable. TECHNICIAN: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect, detector loop, fiber optic cable and video/data. * ELE00011-005 03/01/2008 COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems) • Rates Fringes Communications System Installer 26.43 30+7.60 Technician $ 28.23 3%+7.60 SCOPE OF WORK The work covered shall include the installation, testing, service and maintenance, of the following systems that utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock systems. A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems SCADA (Supervisory control/data acquisition PCM (Pulse code modulation) Inventory control systems Digital data systems Broadband & baseband and carriers Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data systems B. Sound and Voice Transmission/Transference Systems Background-Foreground Music Intercom and Telephone Interconnect Systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School http://frv,,ebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 5 of 23 Intercom and Sound Systems Burglar Alarm Systems Low-Voltage Master Clock Systems Multi-Media/Multiplex Systems Telephone Systems RF Systems and Antennas and Wave Guide C. -Fire Alarm Systems-installation, wire pulling and testing. D. Television and Video Systems Television Monitoring and Surveillance systems video Security Systems Video Entertainment Systems Video Educational Systems CATV and CCTV E. Security Systems, Perimeter Security Systems, Vibration Sensor Systems Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems -Fire Alarm Systems 1. Fire Alarms-In Raceways: Wire and cable pulling in raceways performed at the current electrician wage rate and fringe benefits. Installation and termination of devices, panels, startup, testing and programmming performed by the Technician. 2. Fire Alarms-Open Wire Systems: installed by the Technician. ELEC1245-001 06/01/2008 Rates Fringes LINE CONSTRUCTION ' (1) Lineman; Cable splicer..$ 43.07 12.57 (2) Equipment specialist (operates crawler - tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead 5 underground distribution line equipment) $ 34.40 11.53 (3) Groundman $ 26.31 11.29 (4) Powderman $ 38.46 11.69 HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day ELEV0018-001 01/01/2008 Rates Fringes ELEVATOR MECHANIC $ 43.10 16.285 FOOTNOTE: PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. http://frwebgate.access.gpo.gov/cgi-binlgetdoc.egi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 ENGIO012-003 07/01/2008 • Rates POWER EQUIPMENT OPERATOR (All Other Work) GROUP 1 $ 35.28 GROUP 2 36.06 GROUP 3 36.35 GROUP 4- $ 37.84 GROUP 5 38.94 GROUP 6 $ 38.06 GROUP 7 $ 39.16 GROUP 8 36.17 GROUP 9 39.27 GROUP 10 38.29 GROUP 11 $ 39.39 GROUP 12 38.46 GROUP 13 38.56 GROUP 14 38.59 GROUP 15 $ 38.67 GROUP 16 $ 38.79 GROUP 17 38.96 GROUP 18 39.06 GROUP 19 $ 39.17 GROUP 20 $ 39.29 GROUP 21 $ 39.46 GROUP 22 $ 39.56 GROUP 23 $ 39.67 GROUP 24 $ 39.79 GROUP 25 39.96 POWER EQUIPMENT OPERATOR (Cranes, Piledriving & Hoisting) GROUP 1 $ 36.63 GROUP 2 $ 37.41 GROUP 3 $ 37.70 GROUP 4 $ 37.84 GROUP 5 38.06 GROUP 6 38.17 GROUP 7 ........5 38.29 GROUP 8 38.46 GROUP 9 ........5 38.63 GROUP 10 $ 39.63 GROUP 11 $ 40.63 GROUP 12 $ 41.63 GROUP 13 $ 42.63 POWER EQUIPMENT OPERATOR (Tunnel Work) GROUP 1 $ 37.13 GROUP 2 $ 37.91 GROUP 3 $ 38.20 GROUP 4 38.34 GROUP 5 $ 38.56 GROUP 6 $ 38.67 GROUP 7 $ 38.79 Fringes 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 16.47 • FOOTNOTES: PREMIUM PAY of $3.75 per hour shall be paid on all power Page 6 of 23 http://frwebgate.access.gpo.gov/cgi-bin/getdoacgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 7 of 23 equipment operator work at Camp Pendleton, Point Arguello, and vandenburg AFB. Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes load, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor Operator; Fireman; Forklift operator (includes load, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant) ; Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types) ; Skiploader (wheel type up to 3/4 yd. without attachment) ; Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer) ; Equipment greaser (rack) ; Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type) ; Boring machine operator; Boxman or mixerman (asphalt or concrete) ; Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck) ; Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel) ; Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting) ; Screed operator (asphalt or concrete) ; Trenching machine operator (up to 6 £t.); Vacuum or much truck. GROUP 5: Equipment Greaser (Grease Truck/Multi Shift). GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type), Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder http://frwebgate.access. gpo. gov/cgi-binlgetdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 8 of 23 • machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 7: Welder - General GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite • work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); _ Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or • similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; htip://frwebgate.access.gpo.gov/cgi-binlgetdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 9 of 23 Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP ll:.Heavy Duty Repairman - Welder Combination, Welder - Certified. GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 19: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.) GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) http://frwebgate.access.gpo.gov/cgi-binlgetdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 10 of 23 • GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system.(multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 24: Rubber-tired earth-moving equipment operator, http://frwebgate. access. gpo. gov/cgi-binlgetdoe.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page II of 23 operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes load, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 9: Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/9 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane. operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator http://frwebgate. access.gpo.gov/cgi-binlgetdoe.egi?dbname=Davis-Bacon&docid~CA2008... 1/8/2009 Page 12 of 23 • (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator • GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhce operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGIO012-004 08/01/2008 Rates Fringes • POWER EQUIPMENT OPERATOR (DREDGING) (1) Leverman $ 43.28 16.47 http://frwebgate.access. gpo.gov/cgi-binlgetdoe-egi?dbname=Davis-Bacon&docid--CA1-008... 1/8/2009 Page 13 of 23 (2) Dredge dozer $ 38.81 (3) Deckmate $ 38.70 (4) Winch operator (stern winch on dredge) $ 38.15 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand $ 37.61 (6) Barge Mate $ 38.22 IRON0002-004 07/01/2008 Rates Ironworkers: Fence Erector $ 25.96 Ornamental, Reinforcing and Structural $ 31.83 16.47 16.47 16.47 16.47 16.47 Fringes 14.08 22.17 PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations: Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock LAB00300-001 07/01/2008 Rates Fringes Brick Tender $ 27.17 13.75 LABO0300-003 07/01/2008 Rates Fringes LABORER (GUNITE) GROUP 1 $ 29.79 16.87 GROUP 2 28.84 16.87 GROUP 3 $ 25.30 16.87 LABORER (TUNNEL) GROUP 1 $ 30.74 14.04 GROUP 2 $ 31.06 14.04 GROUP 3...... 31.52 14.04 GROUP 4 $ 32.21 14.04 LABORER http://frwebgate.access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid--CA2008... 1/8/2009 • i I I i Page 14 of 23 GROUP l_ . $ 26.33 13.75 • GROUP 2 .....5 26.88 13.75 GROUP 3 $ 27.43 13.75 GROUP 4 $ 28.98 13.75 GROUP 5 $ 29.33 13.75 Laborers: GROUP 1 $ 26.33 13.75 GROUP 2 $ 26.88 13.75 GROUP 3 $ 27.43 13.75 GROUP 4 $ 28.98 13.75 GROUP 5 $ 29.33 13.75 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 751-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks-); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - allconcrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water • pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or http://frwtbgate.access.gpo. gov/cgi-binlgetdoc.egi?dbname--Davis-Bacon&docid=CA2008... 1/8/2009 Page 15 of 23 I wet sacked concrete; Roto scraper and tiller; Sandblaster: (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; i Rock Slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe,.metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Ports Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; • Changehouse person; Concrete crew, including rodder and I http://frwebgate.access. gpo. gov/cgi-biii/getdoe. cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 16 of 23 • • spreader; Dump person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.); Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Rodmen, Nozzlemen GROUP 2: Gunmen GROUP 3: Reboundmen LAB00300-005 08/06/2008 Rates Fringes LABORER PLASTER CLEAN-UP LABORER . $ 26.65 13.70 PLASTER TENDER $ 29.20 13.70 LAB00882-002 01/01/2008 Rates Fringes Asbestos Removal Laborer $ 25.15 12.25 SCOPE OF WORE: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. LABO1184-001 07/01/2008 Rates Fringes • Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1) Drilling Crew Laborer 27.05 9.40 http://fiwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 17 of 23 (2) Vehicle Operator/Hauler 27.22 9. 40 (3) Horizontal Directional Drill Operator 29.07. 9. 40 (4) Electronic Tracking Locator . $ 31.07 9 .40 Laborers: (STRIPING/SLURRY SEAL) GROUP 1 27.75 12 .06 GROUP 2 . $ 29.05 12 .06 GROUP 3 . $ 31.06 12 .06 GROUP 4 . $ 32.80 12 .06 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment PAIND036-001 07/01/2008 - Rates Fringes Painters: (Including Lead Abatement) (1) Repaint $ 26.05 8.54 (2) All Other Work $ 29.32 8.54 REPAINT of any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities, tenant improvement work not included in conjunction with the, http://frwebgate.access.gpo.gov/cgi-binlgetdoe.egi?dbname=Davis-Bacon&docid=CA2O08... 1/8/2009 Page 18 of 23 • construction of the building and all repainting of tenant improvement projects. FAIN0036-006 10/01/2008 Rates DRYWALL FINISHER/TAPER Antelope Valley North of the following Boundary: Kern County line to Hwy. 45, South of Hwy. #5 to Hwy. N2, East on N2 to Palmdale Blvd., to Hsy. #14, South to Hwy. #18, East to Hwy. #395...........$ 29.19 Remainder of Los Angeles County $ 33.22 PAIN0036-015 06/01/2008 Rates GLAZIER $ 35.35 Fringes 11.29 11.29 Fringes 14.52 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing • --stage or any suspended contrivance, from the ground up * PAIN1247-002 01/01/2009 Rates Fringes SOFT FLOOR LAYER 30.85 9.05 PLAS0200-009 08/06/2008 Rates Fringes PLASTERER $ 34.66 8.63 PLAS0500-002 07/01/2007 Rates Fringes CEMENT MASON/CONCRETE FINISHER 28.00 16.45 PLUM0016-001 07/01/2008 Rates Fringes PLUMBER/PIPEFITTER (1) Work on strip malls, light commercial, tenant improvement and remodel • work... $ 28.16 13.64 (2) work on new additions and remodeling of bars, restaurant, stores and http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 19 of 23 commercial buildings not to exceed 5,000 sq, ft. of floor space $ 35.17 (3) A11 other work $ 36.27 PLUM0250-002 01/02/2006 Rates REFRIGERATION MECHANIC Refrigeration Fitter $ 33.30 PLUM0345-001 07/01/2008 Rates PLUMBEE Landscape/Irrigation Fitter.$ 25.98 Sewer 6 Storm Drain Work $ 24.62 ROOF0036-002 08/01/2008 Rates ROOFER $ 31.65 15.03 16.01 Fringes 13.95 Fringes 13.01 14.84 Fringes 7.87 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. SFCA0669-013 01/01/2009 DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER 32.65 16.05 SFCA0709-005 09/01/2008 THE CITY OF POMOMA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER (Fire).......... $ 38.08 19.15 SHEE0105-002 07/01/2008 LOS ANGELES (South of a straight line between gorman and Big Pines includingg Catalina Island) Rates Fringes SHEET METAL WORKER http://fru,ebgate. access.gpo. gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&doc i d-CA2008... 1/8/2009 Page 20 of 23 • (1) Light Commercial: Work on general sheet metal and heating and air conditioning up to 4000 sq ft 22.84 (2) Modernization : Excluding New Construction Under 5000 sq. ft. Does not include modification, upgrades, energy management, or conservation improvements of central heating and AC equpment.................... $ 22.84 SHEE0105-003 07/01/2008 5.57 5.87 LOS ANGELES .(South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes SHEET METAL WORKER (1) Commercial - New Construction and Remodel work.... $ :....38.07 15.12 .(2) Industrial work including air pollution control systems, noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating systems for human comfort 32.66 20.77 SHEED105-004 07/01/2008 KERN (Excluding portion East of Hwy 395) 5 LOS ANGELES (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) COUNTIES Rates SHEET METAL WORKER 32.53 Fringes 13.94 TEAM0011-002 07/01/2008 Rates CI TRUCK DRIVER GROUP 1 $ 26.44 GROUP 2 26.59 GROUP 3 26.72 GROUP 4 $ 26.91 GROUP 5 $ 26.94 GROUP 6 $ 26.97 GROUP 7 27.22 GROUP 8 27.47 Fringes 18.24 18.24 18.24 18.24 18.24 18.24 18.24 18.24 4 http://frwebgate. access.gpo.gov/cgi-bin/getdoe.egi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 21 of 23 GROUP 9 $ 27.67 18.24 GROUP 10 $ 27.97 18.24 GROUP 11 $ 28.47 18.24 GROUP 12 $ 28.90 18.24 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, E1 Centro Naval Facility, Fort Irwin, George AFB, Marine Corps Logistics Base at Nebo 6 Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire • person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments GROUP 12: Boom Truck 17K and above WELDERS - Receive rate prescribed for craft performing http://f webgate.access.gpo.gov/cgi-binlgetdoc.cgi?dbname=Davis-Bacon&docid=CA2O08... 1/8/2009 Page 22 of 23 • operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling. . On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, http://ffiwebgate.access.gpo. gov/cgi-binlgetdoe.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 Page 23 of 23 etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION http://frwebgate.access.gpo. gov/cgi-binlgetdoc.cgi?dbname=Davis-Bacon&docid=CA2008... 1/8/2009 I i El FEDERAL EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION REQUIREMENTS EQUAL OPPORTUNITY CLAUSE. During the performance of this contract, the contractor agrees as follows: The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or • national origin. C. The contractor will send to each labor union or representative ofworkers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided, advising the said labor union or workers'. representative of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. d. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. e. The contractor will fumish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. f. In the event of the contractor's noncompliance with the nondiscrimination clause of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole, or in part, and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. g. The contractor will include the provisions of Paragraph 1 a through 1 g in every subcontract or purchase order unless exempted by rule, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. 2. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (Executive Order 11246) a. The Offeror's or Bidder's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Specifications set forth herein. b. The goals and timetables for minority and female participation, expressed in percentage terms for the contractor's aggregated work force in each trade on all construction work in the covered area, are as follows: Goals for Minority Goals for Female Participation for Participation in Timetables Each Trade Each Trade 28.3% 6.9% These goals are applicable to all the contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and non-federally involved construction. The contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmation action obligations required by the specifications set forth in 41 CFR, Part 60-4.3(a), and its efforts to meet the 0 goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the contractor's goals shall be a violation of the contract, the Executive Order, and the regulations of 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. C. The contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. d. As used in this notice, and in the contract resulting from this solicitation, the covered area is the Standard Metropolitan Statistical Area of Los Angeles- Long Beach, specifically the County of Los Angeles, State of California. 3. STANDARD FEDERAL EQUAL EMPLOYMENT SPECIFICATIONS (Executive Order 11246). a. As used in these specifications: (1) Covered area means the geographical area described in the solicitation from which this contract resulted; (2) Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; (3) Employer Identification Number (EIN) means the Federal Social Security Number used on the Employer's Quarterly Federal Tax Return, United States Treasury Department Form 941. (4) Minority includes: (a) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin) (b) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central 0 or South American or other Spanish culture or origin, regardless of race); (c) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the pacific Islands); and (d) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. c. If the contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown Plan approved by the United States Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and time tables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO Clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. d. The contractor shall implement the specific affirmative action standards provided in paragraphs 3g (1) through 3g (16) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor should reasonable be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted. construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs 4 office or from Federal procurement contracting officers. The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. e. 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 minority or women shall excuse the contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. f. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, 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 United States Department of Labor. g. The contractor shall take specific affirmative actions to ensure equal employment opportunity. 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 shall document these efforts fully, • and shall implement affirmative action steps at least as extensive as the following: (1) Ensure and maintain working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor's employees are assigned to work. The contractor, where possible, will assign two or more women to each construction project. The contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. (2) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organization's responses. (3) Maintain a current file of the name, address, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for • referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the contractor may have taken. (4) Provide immediate written notification to the Director 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. (5) Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the contractor's employment needs, especially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled under 3g (2) above. (6) Disseminate the contractors EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. (7) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on- site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. (8) Disseminate the contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the contractors EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business. (9) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations; to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractors recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment sources, the contractor shall send written notification to organizations such as the above, describing the opening, screening procedures, and tests to be used in the selection process. (10) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth, both on the site and in other areas of a contractor's work force. (11) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3, Uniform Guidelines on Employee Selection Procedures. (12) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and • encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. (13) 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 EEO policy and the contractor's obligations under these specifications are being carried out. (14) Ensure that all facilities and company activities are non-segregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. (15) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the contractors EEO policies and affirmative action obligations. h. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations 3g(1) 0 through (16). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 3g(1) though (16) of these specifications provided that the contractor actively participates in the group, makes every effort to ensure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, 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, and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. A single goal for minorities and a separate single goal for women have been established. The contractor, however, is required to provide. equal employment opportunity and to take affirmative action 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 Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). The contractor shall not use the goals and timetables of affirmative action standards to discriminate against any person because of race, color, religion, sec or national origin. k. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. M. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative actions steps, atleast as extensive as those standards prescribed in Paragraph 3g of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR Part 60-1.8 (Show Cause Notice). n. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to be required by the Government 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 an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. o. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). • p. The Director, from time to time, shall issue goals and timetables for minority and female utilization which shall be based on appropriate work force, demographic or other relevant data and which shall cover construction projects or construction contracts performed in specific geographic areas. The goals, which shall be applicable to each construction trade in a covered contractor's or subcontractor's entire work force which is working in the area covered by the goals and timetables, shall be published as notices in the Federal Register, and shall be inserted by the contracting officers and applicants, as applicable, in the Notice required by 41 CFR 60-4.2. 4. SPECIFIC EEO REQUIREMENTS. For a federally assisted construction contract in, excess of $10,000, the contractor/subcontractor shall: a. Forward the following EEO certification forms to the contract awarding authority prior to contract award: Certification of Non-segregated Facilities and Certification with Regard to the Performance of Previous Contracts or Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports. b. Submit a notification of subcontracts awarded to the Director, Office of Federal Contract Compliance Programs, United States Department of Labor ESA, 200 Constitutional Avenue, NW, Room C3325, Washington, D.C.,. 20210, within 10 working days of award of any subcontract in excess of $10,000, listing the name, address, and telephone number of the 0 subcontractor; employer identification number, estimated dollar amount of the subcontract; estimated starting date and completion dates of the subcontract; and the geographical area in which the contract is to be performed. C. Send a notice of the contractor's commitment to equal employment opportunity to labor unions or representatives of workers prior to commencement of construction work. d. Display an equal employment opportunity poster in a conspicuous place available to employees and applicants for employment. e. For contracts.in excess of $10,000, bind subcontractors to the Federal Equal Employment Opportunity requirements by including the provisions of Paragraphs 1 through 3, above, in the subcontract. Upon commencement of construction work and until the work is completed, forward the Monthly Employment Utilization Report (Form CC-257) to the contract awarding authority by the end of each work month. With the initial monthly report, the contractor/subcontractor shall attach the Contractor's List of Federal and Non-Federal Work in Bid Condition Area to the monthly report. 5. CIVIL RIGHTS ACT OF 1964. Under Tide VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 6. SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1974. No person in the United States on the grounds of race, color, national origin, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. THE AGE DISCRIMINATION ACT OF 1975. No person in the Unites States shall, on the basis of age, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 8. REHABILITATION ACT OF 1973. No otherwise qualified individual with handicaps in the United States shall, solely by reason of his or her handicap, be excluded from the participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal assistance. 10 • CONTRACTING WITH SMALL BUSINESS MINORITY FIRMS, WOMEN°S BUSINESS ENTERPRISE AND LABOR SURPLUS AREA FIRMS 1. It is national policy to award a fair share of contracts to Small Business and Minority Firms. Accordingly, affirmative steps must be taken to assure that Small Business and Minority Firms are utilized, when possible, as sources of supplies, equipment, construction and services. Affirmative steps include the following: a. Including qualified Small Business and Minority Firms on solicitation lists. • b. Assuring that Small Business and Minority Firms are solicited whenever they are potential sources. C. When economically feasible, dividing total requirements into smaller tasks or quantities so as to permit maximum Small Business and Minority Firm participation. d. Where the requirement permits, establishing delivery schedules which will encourage participation by Small Business and Minority Firms. e. Using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce, as required. f. If any subcontracts are to be let, requiring the prime contractor to take the affirmative steps in 1a through 1e above. 2. Grantees shall take similar appropriate affirmative action in support of Women's Business Enterprises. 3. Grantees are encouraged to procure goods and services from Labor Surplus Areas. • COMPLIANCE WITH CLEAN AIR AND WATER ACTS (Applicable to federally assisted construction contracts and related subcontracts exceeding $100,000) During the performance of this contract, the contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857 et seq., the Federal. Water Pollution Control Act, as amended, 33 USC 1251 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended. In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner, the following: 1. A stipulation by the contractor or subcontractors, that any facility to be utilizes) in the performance of any non exempt contract or subcontract,. is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 15.20. 2. Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended, (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended, (33 USC 1318) relating to inspection, monitoring, entry, reports and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued there under. 3. A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized, or to be utilized for the contract, is under consideration to be listed on the EPA List of Violating Facilities. 4. Agreement by the contractor that he will include, or cause to be included, the criteria and requirements in paragraph (1) through (4) of this section in every nonexempt subcontract and requiring that the contractor will take such action as the government may direct as a means of enforcing such provisions. CITY OF ROSEMEAD • CURB RAMPS CONSTRUCTION PROJECT COMPLIANCE FORMS "NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID" §7106. Any public works contract of a public entity shall include an affidavit, in the following form: State of California ) County of ) ss. being first duly swom, deposes and says that, he or she is of , the party making the foregoing bid, 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." Project Name: Company: _ Address: Signature: Title: Date: SWORN TO AND SUBSCRIBED TO BEFORE ME Project Number: This day of (s/ Notary Public: My Commission Expires: 4 20 NON-SEGREGATED FACILITIES CERTIFICATION FEDERALLY-ASSISTED CONSTRUCTION PROJECTS The federally-assisted construction contractor certifies that he/she DOES NOT and WILL NOT: 1. Maintain or provide, for his/her employees, any segregated facilities at any of his/her establishments. 2. Permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally-assisted contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract. As used in this certification, the term segregated facilities means any waiting room, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally-assisted contractor agrees that (except where he/she has obtained identical certifications from proposed subcontractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause, and that he/she will retain such certifications in his/her files. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Date: Company: Address: By: Title: 0 Project Number: i CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS The ❑bidder, ❑proposed sub-contractor, hereby certifies that he/she ❑has, ❑has not, participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 11114, or 11246, and that he/she ❑has, ❑has not, 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 filing requirements. Date: Project Number: ContractAward: Awarding Agency: Contractor Name: Affiliate Company: By: Title: Total Number of Employees 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). 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 U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. SF-100 (EEO-1) must be filed bv; (A) All private employers who are: (1) Subject to Title VII of the Civil Rights Act of 1964 (as amended) with 100 or more employees. (2) Subject to Title VII who has fewer than 100 employees, if the company is owned or affiliated with another company, or there is centralized ownership, control or management so that the group legally constitutes a single enterprise, and the entire enterprise employs a total of 100 or more employees. (B) All federal contractors (private employers), who: (1) Are not exempt as provided for by 41 CFR 60-1.5 (2) Have 50 or more employees, and a. Are prime contractors or first-tier subcontractors, and have a contract, subcontract, or purchase order amounting to $50,000 or more; or b. Serve as a depository of Government funds in any amount, or c. Is a financial institution, which is an issuing, and paying agent for U.S. Savings Bonds and Notes. 0 • OpMENT. Community Development Commission oE~i or ~ ~4'm County of Los Angeles .1Y ~ , Ili m • uivo Mr COUNTY LOBBYIST CODE CHAPTER 2.160 COUNTY ORDINANCE NO. 93-0031 CERTIFICATION Name of Firm: Address: State: Zip Code: Telephone Number: ( ) Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the County of Los Angeles and the Community Development Commission, County of Los Angeles. 1) It is understood that each person/entity/firm who applies for a Community Development Commission contract, and as part of that process, shall certify that they are familiar with the requirements of the Los Angeles County Code, Chapter2.160 (Los Angeles County Ordinance 93-0031) and; 2) That all persons/entities/firms acting on behalf of the above named firm have and will comply with the County Code, and; 3) That any person/entity/firm who seeks a contract with the Community Development Commission shall be disqualified therefrom and denied the contract and, shall be liable in civil action, if any lobbyist, lobbying firm, lobbyist employer or any other person or entity acting on behalf of the named firm fails to comply with the provisions of the County Code. • This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into contract with the Los Angeles County and the Community Development Commission, County of Los Angeles. Authorized Official: By: (CmitraandSubcauwaor) (Dos) WORKER'S COMPENSATION CERTIFICATION I certify, by signature below, that I am aware of the provisions of Section 3700 of the California 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. Date: Project Name: Company Name: Address: Print Name: Title: Signature: Project Number: e 0 0 z 3 C e z w ° 'o m d J 0 m 0 0 -O m v v E n o u 0 v m Y C ° s~ a s J = 0 9 a u~7 v z `w E Z O rG " G a °c O ° m N D E z ~ N H U c m v E z 2 3 a N E z T c C EE u P' U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD FORM 4230A REPORT OF ADDITIONAL CLASSIFICATION AND RATE OMSA,,m lNU r:6o,ao„ (Em. a9ra62666) 1. FROM (name and address of requesting agency) 2. PROJECT NAME AND NUMBER 3. LOCATION OF PROJECT (City, County and State) 4. BRIEF DESCRIPTION OF PROJECT S. CHARACTER OF CONSTRUCTION ❑ Building ❑ Residential ❑ Heavy ❑ Other (specify) ❑ Highway 6. WAGE DECISION NO. (include modification number, if any) 7. WAGE DECISION EFFECTIVE DATE ❑ COPY ATTACHED 6. WORK CLASSIFICATION(S) HOURLY WAGE RATES BASIC WAGE FRINGE BENEFIT(S) (if any) 9. PRIME CONTRACTOR (name, address) 10. SUBCONTRACTORIEMPLOYER, IF APPLICABLE (name, address) Check All That Apply: ❑ The work to be performed by the additional classification(s) is not performed by a classification in the applicable wage decision. ❑ The proposed classification is utilized in the area by the construction industry. ❑ The proposed wage rate(s), including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage decision. ❑ The interested parties, including the employees or their authorized representatives, agree on the classification(s) and wage rate(s). ❑ Supporting documentation attached, including applicable wage decision. Check One: ❑ Approved, meets all criteria. DOL confirmation requested. ❑ One or more classifications fail to meet all criteria as explained in agency referral. DOL decision requested. FOR HUD USE ONLY LR2000: Agency Representative Date Log In: (Typed name and signature) Log out: Phone Number (a ) PREVIWS EDmON IS 00SO E • EQUAL EMPLOYMENT OPPORTUNITY COMMITMENT TO: (Name of Labor Union. Workers Represmtative, etc. Name of Business (contractor): Project Name: Project Number. The Undersigned currently holds a contract with involving funds of the U. S. Government, or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract, and in accordance with Executive Order 11246, the undersigned is obligated not to discriminate against any employee • or applicant for employment because of race, color, religion, sex or national origin. This obligation not to discriminate in employment includes, but is not limited to the follow: 1. Hiring, placement, upgrading, transfer or demotion; 2. Recruitment, advertising or solicitation for employment; 3. Treatment during employment; 4. Rates of pay or other forms of compensation; 5. Selection: for training, including apprenticeship; and 6. Layoff or termination. This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Executive Order 11246. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. By: (Print Name) (sigoanve) 0 NOTICE OF SECTION 3 COMMITMENT TO: (Narrre of Labor Union, Workers Representative, etc Name of Business (Contractor): Project Name: Project Number: The Undersigned currently holds a contract with involving Block Grant (CDBG) funds from the U. S. Department of Housing and Urban Development or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract and in accordance with Section 3 of the Housing and Urban Development Act of 1968, the undersigned is obligated to the greatest extent feasible, to give opportunities for employment and training to lower income residence of the CDBG-assisted project area and to award contracts for work on the project to business concerns which are located in or are owned in substantial part by project area residence. Regarding employment opportunities for Section 3, the minimum number and job titles are: Minimum Job Classification Number Regarding job referrals, request that consideration be given, to the greatest extent feasible, to assignment of persons residing in the service area or neighborhood in which the project is located. The anticipated date the work will begin is For additional information, you may ) contact at( This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Section 3 of the Housing and Urban Development Act of 1968. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. By: • SECTION 3 ECONOMIC OPPORTUNITY PLAN • 1. Name and Address of Reporting Entity (Recipient, Sub-recipient, Contractor, Subcontractor) 2. Federal Identification: (Contract/Award No.) 3. Dollar Amount of Award: 4. Contact Person: 5. Phone: (include Area Code) 6. Reporting Period: 7. Date Report Submitted B. Program Code: (Use a separate sheet for each Program Code) Program Codes F le Subsidy 2Section 202/611 3. PubGdlndian Housing Development, Operation and Modernization 4. Hmeless Assistance 5. HOME E- State AdminMered 7. CDBG - Entlllement It. CDBG- Slate Administered 9. Other CD Programs 10. Other Housing Program n~..r, s. c..... s..........,a 4 7,ininn L`nmmitmant JOB TOTAL SECTION3 % of Aggregate Hires CLASSIFICATION NEW HIRES NEW HIRES Who are Section 3 Residents % Professionals Technicians % % Office/Clerical Trade: % % Trade: % Trade: % Trade: Total: e......d f`........ilment+. Carfinn Z o.. ,.11- ve.,d,.,e -q-ti Pr d.'l NAME OF SECTION 3 BUSINESS CONCERN SPECIFY CONSTRUCTION OR NONCONSTRUCT10N CONTRACT CONTRACT AMOUNT $ $ $ $ TOTAL $ Percentage of the total dollar amount to be awarded to Section 3 Business Concerns: 0 SECTION 3 ECONOMIC OPPORTUNITY REPORT (CONTRACTOR) i. Recipient Name and Address (Recipient, sub+ecipient Contmcta, subcontractor) 2. Project Number. Icowa Award W.) 3. Dollar Amount of Contract: 4. Contact Person: 5. Phone: (Include Area Code) 6. Reporting Period: 7. Date Report Submitted 8. Project Number. 9. Federal EIN: i C.....t....mcn. R. Traininn rlnnnrt initioa nrnvlrt0rl to low-Income individuals fMinimum Gm1:30%of New Hires) TOTAL LOW-INCOME % of Aggregate Hires JOB CLASSIFICATION NEW HIRES NEW HIRES who are low-income % Technicians Office/Clerical Professionals % % Construction Trade: Construction Trade: % TOTAL % r mau. ...u......,n,.......--------v Number of Subcontracts awarded: Name of Qualified Business Concern . Number of Section 3 Businesses Receiving Contracts: Construction or Non-construction Contract Amount $ Total Dollar Amount of Subcontracts awarded to Section 3 qualifled Business Concems: $ Dollar Amount of All Subcontracts: $ Percentage of the total dollar amount awarded to qualified Business Concerns: Part III: Summary of the efforts that were made to generate economic opportunities Trained and/or Employed low-income individuals equal to _ of the aggregate new hires. (Attach Resident Certifications) Awarded a Subcontract to _ qualified Business Concerns equal to of the contract amount (Attach Business Certifications) Attempted to recruit low-income individuals through: Advertised through local media, television, radio, newspaper (Attach copy of advertisement) Signs prominently displayed at the project site Contacts with community organizations Contacted management to notify residents and posted or distributed flyers at public housing authority (Attach list) Participated in a HUD program or other program which promotes the training or employment of low-income individuals Participated in a HUD program or other program which promotes the award of contracts to Section 3 Qualified Business Concerns Contacted agencies administering HUD Youth-Build programs. (Attach list) Maintained a file of eligible, qualified low-income Residents and qualified Business Concems for future employment. OTHER • (Attach supporting documentation) Z SECTION 3 RESIDENT CERTIFICATION (2008 Income Guidelines) Employee's Name: Employee's Address: I hereby certify that I am a Section 3 resident; based on the following qualification(s): 1 2. 0 3. I am not a public housing or low-income resident of the metropolitan area. Employee Signature I am a Public Housing Resident (specify Name of the Public Housing site): I am a low-income resident of the metropolitan area. Select your household size and gross annual income level (from all sources): HOUSEHOLD SIZE & INCOME LEVEL ❑ 1 $26,550 or less ❑ 2 $30,300 or less ❑ 3 $34,100 or less 4 $37,900 or less ❑ 5 $40,950 or less ❑ 6 $43,950 or less ❑ 7 $47,000 or less 8 $50,050 or less Date Must Be Completed by Employer The above-named person is a permanent full-time employee who was hired on: The above-named person is a new-hire employee who was hired on: This person's Job Classification is: Name of Employer: To Be Completed by Local Coufracting Agency • Reference Category: ❑ Targeted Service Area - ❑ Youthbuild ❑ McKinney Homeless I]'Otfier Sectlou 3 Census Tract Number: A Section 3 responsive bidder who commits to hire Section 3 Residents by directing employment and training opportunities toward low- and very low-income persons, particularly those who are recipients of government assistance for housing, may use any combination of outreach efforts to meet the Section 3 commitment made when a Section 3 Economic Opportunity Plan has been submitted. REMEMBER: All employees of a business/firm count toward meeting your Section 3 compliance goals- Section 3 New Hires do not have to be construction workers, they just have to be a part of your permanent, full-time staff. SAMPLE OUTREACH EFFORTS FOR CONTRACTORS SEEKING SECTION 3 RESIDENT EMPLOYEES • Enter into "first-source" hiring agreements with organizations representing Section 3 residents, such as Work Source or a local Workforce Investment Board. For more information, visit http://www calwia.orgAwia/index.cfm Sponsor a HUD-certified "Step-Up" employment and training program for Section 3 residents. • Advertise training and employment positions by distributing flyers (Notice of Section 3 Commitment or otherflyer that identifies the positions to be filled, the qualifications required, and where to obtain additional information about the application process) to every occupied dwelling unit in the housing development(s) adjacent to the project site. • Post training and employment position flyers in public housing developments, offices of the local government, and other conspicuous places. • Contact State-approved apprenticeship programs to gain access to potentially low-income residents who are actively seeking job-placement and training. For more information on local apprenticeship programs, you can visit the California Department of Industrial Relations' database of local apprenticeship programs by visiting htti)://www.dir.ca.gov/databases/das/aicistart.asp • Contact agencies administering HUD Youthbuild programs, and requesting their assistance to recruit current HUD Youthbuild program participants who are in need of permanent placement. • Advertise any positions to be filled through the local media, such as community television networks, newspapers of general circulation, or commonly-used job placement websites such as www.monster.com V SECTION 3 BUSINESS CERTIFICATION FORM Business Name: Business Address: Telephone Number: Contract/Bid Amount: $ 1. The above mentioned business firm is a Section 3 business concern based on the following qualifications: ❑ 51-percent owned by Section 3 Residents (Submit Resident Certifications with this business certification form) • ❑ At least 30-percent Permanent, full-time employees are Section 3 Residents Total Number of all full-time employees , Number of Section 3 qualified Employees (Submit the Resident Certification form(s) with this Business Certification form) 2. The above mentioned business firm is not a Section 3 business concern, but commits to the Section 3 goal: ❑ Written Commitment (Section 3 Economic Opportunity Plan), outline intentions to: Hire Section 3 qualified residents at least 30-percent aggregate new hire positions, and/or Subcontract 25-percent or more of the contract amount to Section 3 qualified business concerns. THE UNDERSIGNED DECLARES THAT THE ABOVE INFORMATION IS COMPLETE AND CORRECT Signature of Owner/Principal Business Name Date License Number To Be Completed by Local Contracting Agency Preference Category: oTargeted Service Area oYouthbuild DDther - Census Tract Number: SECTION 3 ECONOMIC OPPORTUNITY REPORT (CONTRACTOR) 1. Recipient Name and Address (Recipient, Subaecipient, contractor, Subcontractor) 2. Project Number. (cane vAw w.) 3. Dollar Amount of Contract 4. Contact Person: 5. Phone: fmclude Area Code) 6. Reporting Period: 7. Date Report Submitted 6. Project Number 9. Federal EIN: Part I: Employment & Trainino OooortunitiPS nrnvirtAH r - vruunr a(minimum Goal: 30% of New Hires) JOB CLASSIFICATION TOTAL LOW-INCOME % of Aggregate Hires NEW HIRES NEW HIRES Who are low-income Technicians 00 Office/Clerical 0 0 Professionals p/p Construction Trade: % Construction Trade: ova TOTAL ova Part II: Subcontracts Awarded Number of Subcontracts awarded: Number of Section 3 Businesses Receiving Contracts: Name of Qualified Business Concern Construction or Non-construction Contract Amount $ Total Dollar Amount of Subcontracts awarded to Section 3 qualified Business Concerns: $ Dollar Amount of AP Subcontracts: $ Percentage of the total dollar amount awarded to qualified Business Concems: % Part III: Summary of the efforts that were made to generate economic opportunities Trainedbo annsd/or)Employed _ low-income individuals equal to of the aggregate new hires. (Attach Resident Certirca Awarded a Subcontract to qualified Business Concerns equal to _ of the contract amount. (Attach Business Certifications) Attempted to recruit low-income individuals through: Advertised through local media, television, radio, newspaper (Attach copy of advedisement) Signs prominently displayed at the project site Contacts with community organizations Contacted management to notify residents and posted or distributed flyers at public housing authority (Attach list) Participated in a HUD program or other program which promotes the training or employment of low-income individuals Participated in a HUD program or other program which promotes the award of contracts to Section 3 Qualified Business Concerns Contacted agencies administering HUD Youth-Build programs. (Attach list) Maintained a file of eligible, qualified low-income Residents and qualified Business Concerns for future employment. OTHER - (Attach supporting documentation) • FEDERAL LOBBYIST CERTIFICATION Name of Firm: Address: State: Zip Code: Telephone Number: ( Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the U. S. Department of Housing and Urban Development and the Community Development Commission, County of Los Angeles. 1) No Federal appropriated funds have been paid by or on behalf of the above named firm to any person for influencing or attempting to influence an officer oremployee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of and Federal grant, loan or cooperative agreement, and any extension, continuation, renewal, amendment, or modification thereof, and; 2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency, a Memberof Congress • an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract, grant loan, or cooperative agreement, the above named firm shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions, and; 3) The above name firm shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, sub-grants, and contracts under grants, loans, and cooperative agreement) and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Authorized Official: (Cwtracmdsubrnnvador) By: CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT CONTRACT APPENDIX CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT PART "A" GENERAL PROVISIONS Standard Specifications. The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction ("Greenbook"), 2006 Edition, including all current supplements, addenda, and revisions thereof (hereinafter referred to as "Standard Specifications"), these General Conditions and the Specifications and Drawings identified in the Contract Documents. The Standard Specifications are referred to and by this reference made a part hereof as though set forth at length. In the case of conflict between the Standard Specifications and these General Conditions, these General Conditions shall take precedence over, and shall be used in lieu of, such conflicting provisions. The section headings in these General Conditions correspond to the section headings of the Standard Specifications. In the event a section heading contained in the Standard Specifications is not referenced in these General Conditions, that section shall read exactly as stated in the Standard Specifications. Supplemental Reference Specifications. Insofar as references may be made in these Special Provisions to the Caltrans Standard Specifications, such work shall conform to the referenced portions of the technical provisions Caltrans Standard Specifications, 2006 edition, only of said reference specifications, provided, that wherever the term "Standard Specifications" is used without the prefix "Caltrans", it shall mean the Standard Specifications for Public Works Construction ("Green Book'), 2006 Edition, as previously specified in the above paragraph. GENERAL PROVISIONS - 1 • PART 1 - GENERAL PROVISIONS SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 DEFINITIONS Wherever in the Standard Specifications or other Contract Documents the following terms are used, they shall mean the following: Agency - The CITY OF ROSEMEAD Bid Guaranty - As defined in the Standard Specifications. Also referred to as the "Bid Security" in the Contract Documents. Bid Security - The Bid Guaranty, as defined herein. Board - The City Council of the CITY OF ROSEMEAD. City - The CITY OF ROSEMEAD • City's Representative - The Engineer, as defined herein. Contract - The written agreement (Contract form) between the City and the Contractor for the complete and adequate completion of the Work for the Project. The Contract consists of the Contract Documents: The documents comprising the Contract are complementary, and each obligation of the Contractor, Subcontractors and material or equipment suppliers in any one document shall be binding as if specified in all. The Contract is intended to include all items required for the proper execution and completion of the Work. Contract Documents - In addition to the documents noted in the definition of Contract Documents in the Standard Specifications, all documents incorporated by. reference into the Contract form. Contract Price - The amount stated in the Contract form, including authorized adjustments pursuant to Change Orders, which is the total amount payable by the City to the Contractor for performance of the Work under the Contract. It is also sometimes referred to as the "Total Bid Price" in the Contract Documents. Contractor's Representative - Contractor's executive representative who shall be present on the Project Site at all times that any Work is in progress and who shall have the authority to act on behalf of the Contractor for all purposes under the • GENERAL PROVISIONS - 2 Contract. The Contractor shall designate such representative in writing to the City. The Contractor's Representative shall be available to the City and its agents at all reasonable times.. Engineer-The Director of Public Works of the CITY OF ROSEMEAD, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as the "City's Representative" in the Contract Documents. Liquidated Damages - the amount prescribed in the Contract form, pursuant to the authority of Government Code Section 53069.85, to be paid to the City or to be deducted from any payments due, or to become due, the Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Contract Documents. Notice to Contractors - Notice Inviting Bids. Project - The total and satisfactory completion of the project noted in the Contract Documents, as well as all related work performed in accordance with the Contract, including but not limited to, any alternates selected by the City. Project Site - All of the property and/or facilities of the City where the Work will be performed pursuant to the Contract, as well as such adjacent lands as may be directly affected by the performance of the Work. Recyclable Waste Materials - Materials removed from the Project site which are required to be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials include asphalt, concrete, brick, concrete block, and rock. Special Provisions - Any provisions which supplement or modify the Standard Specifications, including these General Conditions (Part "A"), the Supplementary General Conditions (Part "B") and the Special Provisions (Part "C"). Total Bid Price - The amount stated in the Contract form, including authorized adjustments pursuant to Change Orders, which is the total amount payable by the City to the Contractor for performance of the Work under the Contract. Also sometimes referred to as the "Contract Price" in the Standard Specifications and other Contract Documents. - END OF SECTION - GENERAL PROVISIONS - 3 • SECTION 2 SCOPE AND CONTROL OF WORK The construction of eighty (80) curb ramps, sidewalk, crosswalks and appurtenances. 2-3 SUBCONTRACTS 2-3.3 Subcontractor Obligations. Section 2-3.3 of the Standard Specifications shall be amended to include the following provisions: "By appropriate written agreement, Contractor shall require each Subcontractor to be bound by all obligations of this Contract. Each subcontract agreement shall preserve and protect the rights of the City. Should any subcontractor fail to perform the Work undertaken by him to the satisfaction of the City, said subcontractor shall be removed immediately from the Project upon request by the City's Representative and shall not again be employed on the Work. The Contractor shall be held liable for the all deficient Subcontractor Work." 2-4 CONTRACT BONDS The following shall be added at the end of Section 2-4 of the Standard Specifications: • "The Contractor shall ensure that its Bonding Company is familiar with all of the terms and conditions of the contract Documents, and shall obtain a written acknowledgment by the Bonding Company that said Bonding Company thereby waives the right of special notification of any changes or modifications of the Contract, or of extensions of time, or of decreased or increased Work, or of cancellation of the Contract, or of any other act or acts by the Owner or any of its authorized representatives. If the Contract Price is increased in accordance with the Contract, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and promptly deliver satisfactory evidence of such increase to the City." "Pursuant to Public Contract Code Section 4108, Contractor shall require all Subcontractors providing labor and materials in excess of the amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in accordance with the same bond requirements applicable to the Contractor, except that the bond amounts shall equal the total amount of their subcontract. The Contractor shall specify this requirement for Subcontractor bonds in his written or published request for Subcontractor bids. Failure to comply with this requirement shall not preclude Contractor from complying with the Subcontractor bonding requirements. The practice of issuing separate purchase orders and/or subcontracts for the purpose of circumventing the Subcontractor bonding requirements shall not serve to exempt the Contractor from these requirements. No payments, except for a reimbursement payment to the Contractor for the cost of the Contractor's own Faithful Performance and Payment bonds, shall be made to the Contractor until the Contractor provides the aforementioned Subcontractor bonds to the • Contractor." GENERAL PROVISIONS - 4 2-5 PLANS AND SPECIFICATIONS 2-5.1 General. The second full paragraph of Section 2-5.1 of the Standard Specifications shall be amended to include the following at the end of that paragraph: "All Contract Documents are essential parts of the Contract for a given project. Any requirement included in one Contract Document shall be as binding as though included in all, as they are intended to be cooperative and to provide a description of the Work to be done." 2-5.2 Precedence of Contract Documents. The provisions of Section 2-5.2 of the Standard Specifications shall be revised to read as follows: "In resolving disputes resulting from conflicts, errors, or discrepancies in any of the Contract Documents, the document highest in precedence shall control. The order of precedence shall be as listed below: 1. Change Orders or Work Change Directives 2. Agreement 3. Addenda 4. Contractor's Bid (Bid Forms) 5. Special Provisions 6. General Conditions 7. Standard Specifications 8. Notice Inviting Bids 9. Instructions to Bidders 10. Specifications 11. Plans (Contract Drawings) 12. Standard Plans 13. Reference Documents" "With reference to the Drawings, the order of precedence shall be as follows: 1. Figures govern over scaled dimensions 2. Detail drawings govern over general drawings 3. Addenda or Change Order drawings govern over Contract Drawings 4. Contract Drawings govern over Standard Drawings 5. Contract Drawings govern over Shop Drawings" 2-5.4 Interpretation of the Plans and Specifications. Section 2-5.4 shall be- added to the Standard Specifications to read as follows: "Should it appear that the Work to be done, or any matter relative thereto, is not sufficiently detailed or explained on the Plans or in the Specifications, the Contractor shall request the City's Representative for such further explanation as may be necessary, and GENERAL PROVISIONS - 5 • shall conform to such explanation or interpretation as part of the Contract, so far as may be consistent with the intent of the original Specifications. In the event of doubt or questions relative to the true meaning of the Specifications, reference shall be made to the Engineer, whose decision thereon shall be final." 2-7 SUBSURFACE DATA 2-7.1 Limited Reliance by Contractor. Section 2-7.1 shall be added to the Standard Specifications to read as follows: "Soils reports and other reports of subsurface conditions may be made available for inspection by the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE NOT CONTRACT DOCUMENTS. The contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings only where such "technical data" are specifically identified in the Special Provisions. Except for such reliance on such "technical data", the Contractor may not rely upon or make any claim against the Owner, the Engineer, nor any of the Engineer's Consultants with respect to any of the following:" "2-7.1.1. Completeness. The completeness of such reports and drawings for contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor and • safety precautions and programs incident thereto." "2-7.1.2. Other Information. Any other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings." "2-7.1.3. Interpretation. Any interpretation by the Contractor of such "technical data" or any conclusion drawn from any "technical data" or any such data, interpretations, opinions or information." 2-8 RIGHT-OF-WAY. Section 2-8 of the Standard Specifications shall be revised in its entirety to read as follows: -All temporary access or construction rights-of-way, other than those shown on the Plans, which the Contractor may find it requires during progress of the Work, shall be arranged by, paid for and disposed of solely by the Contractor at its own expense. The Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from all claims for damages of any kind arising from or incident to such rights-of-way. Those rights-of-way shown on the Plans will be provided by the City at its expense." 0 GENERAL PROVISIONS - 6 2-9 SURVEYING. 2-9.2 Survey Service. Section 2-9.2 of the Standard Specifications shall be amended to include the following: "All survey monuments, centerline ties and survey reference points shall be protected in place or reestablished where disturbed, in accordance with Section 8771 of the Professional Land Surveyor's Act (Business & Professions Code Section 8700 et sec.), prior to Project acceptance. This work will be the responsibility of the Contractor and shall be at the Contractor's sole cost and expense." 2-9.4 Line and Grade. Section 2-9.4 of the Standard Specifications shall be amended in its entirety to read as follows: "All Work, including finished surfaces, shall during its progress and upon completion conform to the lines, grades, cross-sections, elevations and dimensions shown on the Plans. All distances and measurements are given thereon and will be made in a horizontal plane. Three consecutive points shown on the same rate of slope must be used in common in order to detect any variation from a straight line. In the event any discrepancy exists, it must be reported to the City's Representative. Failure to make this report shall make the Contractor responsible for any error in the finished Work. Minor deviations from approved Plans, whenever required by the exigencies of construction, shall be determined in all cases by the City's Representative and authorized in writing." 2-10 AUTHORITY OF BOARD AND ENGINEER. The provisions of Section 2-10 of the Standard Specifications shall be revised to read as follows: "Whenever the Contract Documents refer to the Engineer or City's Representative, or provide the Engineer or City's Representative with power to act on behalf of the City, such reference shall necessarily include the City's Representative, or his or her authorized designee." `The City Council shall have the power to award the Contract, and shall generally have the final authority to act in all matters affecting the Project. The City's Representative shall have the authority to enforce compliance with the Contract Documents. The Contractor shall promptly comply with the instructions of the City's Representative. The decisions of the City's Representative shall be final and binding on all questions as to: (1) the quantity, quality and acceptability of materials and equipment furnished and Work performed; (2) the manner of performance and rate of progress of the Work; (3) any and all questions which may arise as to the interpretation of the Plans, Specifications, General Conditions, and Special Provisions; (4) the acceptable fulfillment of the Contract on the part of the Contractor; (5) any claims and compensation issues; and (6) his authority to enforce and make effective such decisions and actions as the Contractor fails to carry out promptly." GENERAL PROVISIONS - 7 & 2-11 INSPECTION.. The provisions of Section 2-11 shall be amended to include the following at the end of that Section: "The Engineer shall have complete and safe access to the Work at all times during construction, and shall be furnished with every reasonable facility for ascertaining that the materials and the workmanship are in accordance with the Specifications, the Special Provisions, and the Plans. All labor, materials, and equipment furnished shall be subject to the Engineer's inspection." "When the Work is substantially completed, the Engineer or a. representative of the Engineer will make the final inspection." "Whenever the Contractor varies the period during which Work is carried on any day, he shall give adequate notice to the City's Representative so that proper inspection may be provided. Defective Work shall be made good, and unsuitable materials may be rejected, notwithstanding the fact that such defective work and unsuitable materials have previously been inspected, accepted or estimated for payment." "The Contractor shall prosecute work on any State highway or within any railroad 40 right-of-way only in the presence of an inspector representing the State Division of Highways or the railroad company, and any Work done in the absence of such inspectors will be subject to rejection. The Contractor shall make the appropriate notification according to the instructions given on the State Encroachment Permit or railroad permit for all inspections, and shall post all bonds and certificates required by the permit. The permit shall be acquired by the Contractor at the Contractor's expense. The Contractor shall pay for all testing and inspections required by a State Encroachment Permit or railroad permit." • GENERAL PROVISIONS - 8 2-12 SITE EXAMINATION Section 2-12 shall be added to the Standard Specifications as follows: "The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and location conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating either the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents." 2-13 FLOW AND ACCEPTANCE OF WATER Section 2-13 shall be added to the Standard Specifications as follows: "Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom." 2-14 PROHIBITION AGAINST SUBCONTRACTING OR ASSIGNMENT. Section 2-14 shall be added to the Standard Specifications as follows: "The Contractor shall give his personal attention to the fulfillment of the Contract and shall keep the Work under his control. The Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder except in strict compliance with Section 2-3 of the Standard Specifications and state law. In addition, neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered, either voluntarily or by force of law, except as otherwise provided in Section 7103.5 of the State of Califomia Public Contract Code, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of the Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, this Contract shall be void. No approved transfer shall release the Contractor or any surety of the Contractor of any liability hereunder without the expressed written consent of the City." - END OF SECTION - GENERAL PROVISIONS - 9 • SECTION 3 CHANGES IN WORK 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The provisions of Section 3-2.1 of the Standard Specifications shall be amended to include the following at the end of that Section: "Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done. Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract." 3-2.2 Payment. The provisions of Section 3-2.2 of the Standard Specifications shall be revised to read as follows: 113-2.2.1 Contract Unit Prices. Section 3-2.2.1 shall be amended in its entirety to read as follows:113-2.2.1(a) Allowable Quantity Variations on Unit Price Contracts. In the event of an increase or decrease in a bid item quantity of a unit price contract, the total • amount of work actually done or materials or equipment furnished shall be paid for according to the unit price established for such work under the Contract Documents, wherever such unit price has been established; provided, that an adjustment in the Contract Unit Price may be made for changes which result in an increase or decrease in the quantity of any unit price bid item of the Work in excess of 25 percent, or for eliminated items of work." "3-2.2.1(b) Increases of More Than 25 Percent on Unit Price Contracts. On a unit price contract, should the total quantity of any item of work required under the Contract exceed the Engineer's Estimate therefor by more than 25 percent, the work in excess of 125 percent of such estimate and not covered by an executed contract Change Order specifying the compensation to be paid therefor will be paid for by adjusting the Contract Unit Price, as hereinafter provided, or at the option of the Owner, payment for the work involved in such excess will be made as provided in Paragraph 3-3.2, as amended in these Special Provisions." "Such adjustment of the Contract Unit Price will be the difference between the Contract Unit Price and the actual unit cost, which will be determined as hereinafter provided, of the total pay quantity of the item. If the costs applicable to such item of work include fixed costs, such fixed costs shall be deemed to have been recovered by the Contractor by the payments made for 125 percent of the Engineer's Estimate of the quantity for such item, and in computing the actual unit costs, such fixed costs will be excluded. Subject to the above provisions, such actual unit cost will be determined by the • engineer in the same manner as if the work were to be paid for as extra work as provided in GENERAL PROVISIONS - 10 Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the Owner." "When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $5,000 at the applicable Contract Unit Price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor." "3-2.2.1(c) Decreases of More Than 25 Percent on Unit Price Contracts. On unit price contracts, should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate therefor, an adjustment in compensation pursuant to this Section will not be made unless the Contractor so requests in writing. If the Contractor so requests, the quantity of said item performed, unless covered by an executed contract change order specifying the compensation payable therefor, will be paid for by adjusting the Contract Unit Price as hereinafter provided, or at the option of the engineer, payment for the quantity of the work of such item performed will be made as if the work were to paid for as extra work as provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the Owner; provided, however, that in no case shall the payment for such work be less than that which would be made at the Contract Unit Price." "Such adjustment of the contract unit price will be the difference between the contract unit price and the actual unit cost, which will be determined as hereinafter provided, of the total pay quantity of the item, including fixed costs. Such actual unit cost will be determined by the Engineer in the same manner as if the work were to be paid for as extra work as provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the Owner." "The payment for the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity for such item at the original Contract Unit Price." "3-2.2.1(0) Eliminated Items on Unit Price Contracts. On unit price contracts, should any contract item of the work be eliminated in its entirety, in the absence of an executed contract Change Order covering such elimination, payment will be made to the Contractor for actual costs incurred in connection with such eliminated contract item if incurred prior to the date of notification in writing by the Engineer of such elimination." "If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the Engineer, and if orders for such material cannot be canceled, it will be paid for at the actual cost to the Contractor. In such case, the material paid for shall become the property of the Owner and the actual cost of any further handling will be paid for by the Owner. If the material is returnable to the vendor and if the Engineer so directs the Contractor, the material shall be returned and the Contractor will be paid for the actual cost of charges made by the vendor for returning the material. The actual cost of handling returned material will be paid for." GENERAL PROVISIONS - 11 i • r~ u "The actual costs or charges to be paid by the Owner to the Contractor as provided in this Section 3-2 will be computed in the same manner as if the work were to be paid for as extra work as provided in Paragraph 3-3.2, as amended in these General Conditions, or such adjustment as will be as agreed to by the Contractor and the Owner." 3-3 EXTRA WORK 3-3.1 General. The provisions of Section 3-3.1 of the Standard Specifications shall be amended to include the following at the end of that Section: "All extra work shall be. adjusted daily upon. report sheets furnished by the Contractor, prepared by the City's Representative and signed by both parties. The daily report shall be considered thereafter as the true record of extra work done. New and unforeseen work will be classed as extra work only when said work is not covered and cannot be paid for under any of the various items or combination of items for which a bid price appears in the Bid Forms. The Contractor shall not do any extra work, except upon written order from the City's Representative." 3-3.2 Payment. The provisions of Section 3-3.2 of the Standard Specifications shall be amended as follows: • 3-3.2.1 General. Section 3-3.2.1 shall be amended to include the following at the beginning of that Section: "Extra work shall be paid for under written work order in accordance with the terms therein provided. Generally, payment for extra work will be made at the unit price or lump sum previously agreed upon between the Contractor and the City." 3-3.2.3 Markup. Paragraph (a) of Section 3-3.2.3 (Work By Contractor) shall be amended in its entirety to read as follows: "(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit. 1) Labor 24 percent (includes bonding) 2) Materials 15 percent 3) Equipment rental 15 percent 4) Other items and expenditures 15 percent 5) Subcontracts (1 st tier only) 5 percent 6) Lower tier subcontractors none To the sum of the costs and markups provided for in this subsection, except for labor, one percent shall be added as compensation for bonding." • GENERAL PROVISIONS - 12 3-6 EXISTING CONDITIONS. Section 3-6 shall be added to the Standard Specifications as follows: "Contractor shall have the sole responsibility for satisfying itself concerning the conditions, nature and location of the Project and the Work to be performed, as well as the general and local conditions. Such conditions shall include, but shall not be limited to, local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure, contractors' licensing requirements, availability of required insurance, and other factors that could in any way affect the Work or the costs thereof. The Contractor is solely responsible for understanding the facilities, difficulties and restrictions which may impact the total and adequate completion of the Project. The failure of the Contractor to acquaint himself with all available information regarding any applicable existing or future conditions shall not relieve him from the responsibility for properly estimating either the difficulties, responsibilities, or costs of fully and adequately performing the Work according to the Contract Documents." 3-7 RESOLUTION OF CLAIMS OF $375,00 OR LESS. Section 3-7 shall be added to the Standard Specifications as follows: Resolution of claims of $375,000 or less shall be processed and resolved pursuant to Public Contract Code Sections 20104 through 20104.8, which provisions are incorporated herein by reference. - END OF SECTION - GENERAL PROVISIONS - 13 i • • n U SECTION 4 CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General. Section 4-1.1 of the Standard Specifications shall be amended in its entirety to read as follows: "It is the intent of the City in drafting the Contract Documents to accept only first-class work, materials, parts, equipment and workmanship. All materials, parts and equipment furnished by Contractor for the Work shall be new, high grade, free from defects, of specified kind and fully equal to samples when such samples are required. Used or secondhand materials, parts and equipment may be used only if permitted by the Specifications. When the quality or kind of material or articles required under the Contract are not particularly specified, the Contractor shall provide those representing the best of their class or kind. Quality of Work shall be in strict accordance with generally accepted standards. Material, parts, equipment and Work quality shall be subject to the approval of the City's Representative. All materials, parts and equipment used and installed, and all details of the Work done, shall at all times be subject to the supervision, test and approval of the City's Representative- The City's Representative shall have access to the Work at all times during construction, and shall be furnished with every reasonable facility for securing full knowledge with regard to the progress, workmanship and character of the materials, parts and equipment used or employed in the Work. Materials, parts and equipment shall be furnished in such quantities, kinds and at such times as to ensure uninterrupted progress of the Work." "All materials, parts, equipment or Work which are defective in their construction or deficient in any of the requirements of the Contract Documents, whether in place or not, shall be remedied or removed and replaced by the Contractor in an acceptable manner, and no compensation will be allowed for such correction work. Any Work done beyond the lines shown on the Plans or established by the City's Representative, or any extra work done without written authority, will be considered unauthorized and will not be paid for by the City. Upon Contractor's failure to comply promptly with any order of the City's Representative made under the provisions of this Section, the City's Representative shall have authority to cause such defective or unauthorized Work to be remedied or removed and replaced, and to deduct the costs thereof from any moneys due or to become due the Contractor. If the Work is found to be in compliance with these specifications, the City's Representative will furnish the.Contractor with a certificate to that effect." 4-1.2 Protection of Work and Materials. The provisions of Section 4-1.2 of the Standard Specifications shall be amended to add the following at the end of that Section: "Contractor shall fully and adequately store and protect all materials, parts and equipment, as required herein. Contractor shall be solely responsible for any and all damages or loss by weather or any other cause to such materials, parts and equipment. The Contractor shall make good any and all damages or loss to materials, parts and equipment." GENERAL PROVISIONS - 14 "Until the final written acceptance of the Work by the City, the Contractor shall have. the charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the action of the elements or any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance, and shall bear the expense thereof, except for such injuries or damages arising from the sole negligence or willful misconduct of the City, its officers, agents or employees. In the case of suspension of Work from any cause whatsoever, the Contractor shall be responsible for all materials and the protection of Work already completed, and shall properly store and protect them, if necessary. Contractor shall provide suitable drainage and erect temporary structures where necessary. Nothing in this Contract shall be considered as vesting in the Contractor any right of property in materials used after they have been attached or affixed to the Work or the soil upon City real property. All such materials shall, upon being so attached or so affixed, become the property of the City." "Notwithstanding the foregoing, Contractor shall not be responsible for restoring damage valued in excess of five percent (5%) of the Contract Price if such damage was caused by an earthquake measuring over 3.5 on the Richter scale or by a tidal wave, as provided for in Public Contract Code Section 7105. If provided for in the Contract Bid Forms, however, Contractor shall provide insurance to protect against such damages." 4-1.4 Test of Materials. The provisions of Section 4-1.4 of the Standard Specifications shall be amended to add the following at the end of that Section: "Contractor shall immediately remove all rejected material from the Work or Site, and shall not again return such material to the Site." 4-1.6 Trade Names or Equals. The second and third paragraphs of Section 4-1.6 of the Standard Specifications shall be amended in their entirety to read as follows: "Whenever any particular material, process, or equipment is indicated by a patent, proprietary, or brand name, or by the name of the manufacturer, such product shall be followed by the words "or equal". A Contractor may offer any material, process, or equipment considered as equivalent to that indicated, unless a sole source is specified. Failure of the Contractor to submit requests for substitution promptly after award shall be deemed to signify that the Contractor intends to furnish one of the brands named in the Special Provisions, and the Contractor does hereby waive all rights to offer or use substitute materials, products, or equipment for that which was originally specified. Unless otherwise authorized by the Engineer, the time for submission of data substantiating a request for substitution of an "or equal" item shall be not less than 35 nor more than 40 calendar days after award of Contract." `The burden of proof as to the comparative quality and suitability of alternative equipment or materials shall be on the Contractor. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. Such data shall include complete calculations, technical specifications, samples, or published documents relating to the performance and physical characteristics of the proposed substitute. The GENERAL PROVISIONS -15 • E Contractor shall have the material tested as required by the City's Representative to determine that the quality, strength, physical, chemical or other characteristics, including durability, finish, efficiency, dimensions, service and suitability are such that the item will completely and adequately fulfill its intended function." 4-1.9 Placing Orders. Section 4-1.9 shall be added to the Standard Specifications as follows: "The Contractor shall place the order(s) for all long-lead supplies, materials, and equipment, for any traffic signing, striping, legends and traffic control facilities within 3 working days after the award of Contract by the Owner. The Contractor shall furnish the Engineer with a statement from the vendor(s) that the order(s) for said supplies, materials, and equipment has been received and accepted by said vendor(s) within 15 working days from the date of said award of Contract." 4-1.10 Removal of Interfering Obstructions. Section 4-1.10 shall be added to the Standard Specifications to read as follows: "The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and obstructions of any character met during the process of excavation, it being understood that the cost of said removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work." 4-1.11 Procedure in Case of Damage to Public Property. Section 4-1.11 shall be added to the Standard Specifications to read as follows: "Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor during the course of construction shall be replaced by the Contractor at his own cost, free of all charges to the City. The cost of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown in the Bid Forms and Specifications and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during his operations), shall be paid to the Contractor at the unit prices submitted in his Bid." 4-1.12 Diversion of Recyclable Waste Materials. Section 4-1.12 shall be added to the Standard Specifications to read as follows: "In support of the owner, s waste reduction and recycling efforts, Contractor shall divert all Recyclable Waste Materials, as defined in the Contract Documents, to appropriate recycling centers rather than area landfills. Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests. Contractor shall complete and execute any certification forms required by Owner to document Contractor's compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor." - END OF SECTION - GENERAL PROVISIONS - 16 SECTION 5 UTILITIES 5-1 LOCATION The provisions of Section 5-1 of the Standard Specifications shall be amended to add the following at the end of that Section: "Locations of existing utilities shown on the Plans are approximate and may not be complete. Therefore, the Contractor shall notify Underground Service Alert at 1-800-227- 2600 a minimum of 2 working days prior to any excavation in the vicinity of any potentially existing underground facilities in order to verify the location of all utilities prior to the commencement of the Work." "The Contractor shall be responsible for coordinating its work with all utility companies during the construction of the Work." "The Plans identify the approximate locations of existing utilities that parallel or cross the Work. These locations are based on the best information available to the Owner. The Contractor shall verify these locations." 5-2 PROTECTION The provisions of Section 5-2 of the Standard Specifications shall be amended to add the following at the end of that Section: "All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to grade by the Contractor. The Contractor shall notify each utility owner a minimum of 2 working days before commencing the Work." "If the Contractor, while performing the Contract, discovers utility facilities not identified by the public agency in the Contract Plans or Specifications, he or she shall immediately notify the public agency and utility in writing" "The public utility, where they are the owner, shall have the sole discretion to perform repairs or relocation work, or permit the Contractor to do such repairs or relocation work at a reasonable price." "During construction of the Work, some of the existing utilities may fall within the prism of trenches. if the existing utility does fall within the contractor=s trenches, the utility involved shall be supported properly by the Contractor to the satisfaction of the utility owner. The method of support of the utility, precautions to be taken during trench backfill and compaction, etc., shall be per the utility owner's requirements. The Contractor shall contact the utility owner should it anticipate such exposure of any of the existing utilities." GENERAL PROVISIONS - 17 0 5-5 DELAYS The provisions of Section 5-5 of the Standard Specifications shall be amended to add the following at the end of that Section: "Notwithstanding anything to the contrary, the provisions of Articles 1 and 2 of the California Government Code (Sections 4215 and 4216) are incorporated by reference as if fully set forth herein. In the event of any conflict between the Standard Specifications and Government Code Sections 4215 and 4216, the provisions of Government Code Section 4215 and 4216 shall prevail. Contractor should pay particular attention to the provisions of Section 4215 with regards to the relocation of utilities, the costs thereof, delays caused thereby and the indication of service laterals and appurtenances." "The right is reserved to the owners of public utilities or franchises to enter upon the streets for the purpose of making repairs or changes in their property which may be necessary as a result of the Work. Employees of the City shall likewise have the privilege of entering upon the street for the purpose of making any necessary repairs or replacements." "Contractor shall employ and use only qualified persons, as hereinafter defined, to work in proximity to Southern California Edison's secondary, primary and transition • facilities. The term "qualified person" shall mean one who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved, as more specifically defined in Section 2700 of Title 8 of the California Administrative Code. The Contractor shall take such steps as are necessary to assure compliance by all Subcontractors." - END OF SECTION - I' 1 LA GENERAL PROVISIONS - 18 SECTION-6 PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK The second paragraph of Section 6-1 of the Standard Specifications shall be amended in its entirety to read as follows: "After the Contract has been approved by the Owner, and a written Notice to Proceed has been issued to the Contractor, the Contractor shall start the Work within 10 working days after the date specified in said Notice to Proceed. The Work shall be diligently prosecuted to completion before the expiration of the time indicated in the Bid Documents and Contract Form, plus any duly authorized extensions thereof." The provisions of Section 6-1 of the Standard Specifications shall be amended to add the following at the end of that Section: "Notwithstanding anything to the contrary herein, the Contractor's proposed construction schedule shall include the expected start and completion dates for all portions of the contract Work. During a scheduling conference between the Contractor and the City's Representative, the work schedule will be discussed and modified, if necessary, by mutual agreement. Should it become necessary for the City to delay temporarily the construction schedule agreed upon during the scheduling conference, every effort will be made to permit a new construction schedule at the time most convenient to the Contractor, thus permitting the Project to proceed with the shortest intramural movement of the equipment. The Contractor shall notify the City's Representative in all such cases in order to arrive at a mutually satisfactory schedule." "Contractor's construction schedule shall be in a form provided for in the Specifications. Contractor shall continuously update its construction schedule. Contractor shall submit an updated and accurate construction schedule to the Owner whenever specifically requested to do so by Owner and with each periodic payment request. Failure to submit an updated and accurate construction schedule shall render Contractor in breach of the Contract and shall entitle Owner to withhold money therefor." 6-3 SUSPENSION OF WORK. 6-3.1 General. The provisions of Section 6-3.1 of the Standard Specifications shall be amended to add the following at the end of that Section: "The situations which will be deemed to be in the City's interest to suspend the Work shall include, but shall not be limited to, the following: (1) unsuitable weather or such other conditions that render the proper prosecution of the Work impracticable or inefficient; or (2) when the Contractor or his workmen fail or refuse to carry out orders or to perform any or all of the requirements of the Contract; (3) when the Contractor fails or refuses to supply an adequate working force for any reason whatsoever (including, but not limited to, strikes, GENERAL PROVISIONS - 19 • labor unrest or labor shortages of any kind); (4) when the Contractor fails or refuses to begin delivery of any materials, manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited to, transportation problems, strikes, labor unrest or labor shortages of any kind); (5) when the Contractor fails or refuses to commence Work within the time specified for any reason whatsoever (including, but not limited to, transportation problems, labor strikes, labor unrest or labor shortages of any kind); (6) when the Contractor fails or refuses to maintain an adequate rate of delivery of materials, manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (7) when the Contractor fails or refuses to execute the Work in a manner and at such locations as specified in the Contract Documents; (8) when the Contractor fails or refuses to maintain a Work program which will insure the Agency's interest; (9) when the Contractor fails or refuses to carry out the intent of the Contract; or (10) when the Contractor fails or refuses in any other respect to prosecute the Work with the diligence, speed or force specified or intended by the terms of the Contract. The Contractor shall immediately comply with any written order from the City's Representative and shall not resume operations until so ordered in writing." 6-4 DEFAULT BY CONTRACTOR. The first, second and third full paragraphs of Section 6-4 of the Standard Specifications shall be amended to read as follows: "If the Contractor should be in violation of the Contract, then the City may, without prejudice to any other right or remedy and after giving notice as specified herein, terminate the Contract and take all actions provided for herein and elsewhere in the Contract Documents. By way of example and not as a limitation upon its right to terminate the Contract as provided herein, the City may terminate the Contract if, in its sole opinion, the Contractor fails or refuses to: (1) begin delivery of any materials, manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (2) commence Work within the time specified for any reason whatsoever (including, but not limited to, transportation problems, labor strikes, labor unrest or labor shortages of any kind); (3) maintain an adequate rate of delivery of materials, manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited to, transportation problems, strikes, labor unrest or labor shortages of any kind); (4) execute the Work in a manner and at such locations as specified in the Contract Documents; (5) maintain a Work program which will insure the Agency's interest; (6) carry out the intent of the Contract; (7) supply an adequate working force for any reason whatsoever (including, but riot limited to, strikes, labor unrest, labor shortages of any kind), or (8) in any other respect prosecute the Work with the diligence, speed or force specified or intended by the terms of the Contact." "If the City determines that sufficient grounds exist to terminate the Contract as provided herein, the City's Representative shall provide written notice to the Contractor and its surety on its performance bond. If the Contractor or its surety does not fully comply with • such notice within five (5) days after receiving it, or fails to continue after starting to comply in good faith, the City may exclude the Contractor and its employees and Subcontractors GENERAL PROVISIONS - 20 from the Work, or any portion thereof, and take possession of and use, or cause to be used, all materials, tools and equipment of every description as may be found at the place of such Work. Thereupon, the Contractor and its employees and Subcontractors shall discontinue such Work or such part thereof as the City may designate, and the City may thereupon, by Contract or otherwise, as it may determine, complete the Work or any part thereof. All expenses charged under this paragraph shall be deducted and paid for by the City out of any moneys then due or to become due the Contractor under the Contract. In such accounting, the City shall not be held to obtain the lowest figure for the Work for completing the Contract, or any part thereof, or for insuring its proper completion, but all sums paid therefore shall be charged to the Contractor. In case the expenses so charged are less than a sum which would have been payable under the Contract if the same had been completed by the Contractor, the Contractor shall be entitled to receive the difference. In case such expense shall exceed the amount payable under the Contract, then the Contractor shall pay the amount of the excess to the City upon completion of the Work without further demand being made therefore. In the determination of the question as to whether or not there has been any such noncompliance with the Contract as to warrant the suspension or annulment thereof, the decision of the City Council shall be binding on all parties to the Contract." 6-8 COMPLETION AND ACCEPTANCE. Section 6-8 of the Standard Specifications shall be amended in its entirety as follows: "The Work will be inspected for acceptance by the City's Representative upon receipt of the Contractor's written assertion that the Work has been completed. If, in the sole discretion of the City's Representative, the Work has been completed and is ready for acceptance, the City's Representative will notify the City Clerk that the Contract has been completed in its entirety. The City's Representative shall request that the City accept the Work and that the City Clerk be authorized to file on behalf of the City in the office of the Los Angeles County Recorder, a Notice of Completion of the Work. The date of completion shall be the date the Contractor is relieved from responsibility to protect the Work." "The Contractor hereby guarantees that the entire Work constructed by him under the Contract will meet fully all requirements as to quality of workmanship and materials. The Contractor hereby agrees to make, at his own expense, any repairs or replacements made necessary by defects in materials or workmanship that become evident within one (1) year after the date of the final payment, and to restore to full compliance with the requirements of these Contract Documents, including any test requirements setforth herein for any part of the Work constructed hereunder, which during said one (1) year period is found to be deficient with respect to any provisions of the Contract Documents. The Contractor shall make all repairs and replacements promptly upon receipt of written orders for the same from the City's Representative. If the Contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his sureties shall be liable to the City for the cost thereof." "The guarantees and agreements set forth herein shall be secured by a surety bond GENERAL PROVISIONS - 21 • I • which shall be delivered by the Contractor to the City before the Notice of Completion and acceptance of the Work by the City. Said bond shall be in the form approved by the City Attorney and executed by a surety company or companies satisfactory to the City in the amount of One Hundred Percent (100%) of the Contract. Said bond shall remain in force for a period of one (1) year after the date of Notice of Completion and acceptance. Alternatively, the Contractor may provide for the Faithful Performance Bond furnished under the Contract to remain in force and effect for said amount until the expiration of said one (1) year period." "The parties agree that no certificate given, with the exception of the certificate of final payment, shall be conclusive evidence of the faithful performance of the Contract, either in whole or in part, and that no payment shall be construed to be in acceptance of any defective work or improper materials. Further, the certificate of final payment shall not terminate the Contractor's obligations under his warranty herein above. The Contractor agrees that payment of the amount due under the Contract and the adjustments and payments due for any Work done in accordance with any alterations of the same, shall release the City, the City Council and its officials, officers and employees from any and all claims or liability on account of work performed under the Contract or any alteration thereof." • GENERAL PROVISIONS - 22 6-9 LIQUIDATED DAMAGES. Section 6-9 of the Standard Specifications shall be amended in its entirety to read as follows: "Contractor agrees that if the Work is not completed within the Contract Time and/or pursuant to any completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the District will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the District as fixed and liquidated damages the sum specified in the Contract form for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract. Liquidated damages may be deducted from any payments or other funds owing to Contractor, including progress payments, the final payment and retentions." 6-11 TIMES OF OPERATION Section 6-11 shall be added to the Standard Specifications to read as follows: "it shall be unlawful for any person to operate, permit, use, or cause to operate any of the following, other than between the hours of 7:00 a.m. to 3:30 p.m., Monday through Friday, with no work allowed on Owner-observed holidays, unless otherwise approved by the Engineer: , 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools" -END OF SECTION - GENERAL PROVISIONS - 23 7-2 LABOR. 7-2.2 Laws. The provisions of Section 7-2.2 of the Standard Specifications shall be amended in their entirety as follows: "The Contractor, its agents and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State and local laws related to labor. Notwithstanding anything to the contrary contained in the Contract Documents,. Contractor shall comply with the following:" "7-2.2.1 Social Security Requirements. Contractor shall furnish to the City satisfactory evidence that he and all of his Subcontractors are complying with all laws, rules and regulations with respect to Social Security. The Contractor, at any time upon request, shall satisfy the City that all necessary Social Security and other taxes are being properly reported and paid." "7-2.2.3 Eight Hour Work Day. Contractor and all Subcontractors shall be required to comply with the provisions of California Labor Code Section 1810 et sec. • According to those sections, eight (8) hours of labor shall constitute a legal day's work. Contractor shall pay to the City a penalty of Twenty-five Dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor, or by any Subcontractor, for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day or forty (40) hours in any one (1) calendar week, except when payment for overtime is made at not less than one and one-half (1-112) times the basic rate for that worker." "7-2.2.4 Licensing Requirements. Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract. Contractors shall meet the California Contractor's license requirements set forth in the Notice Inviting Bids. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and the Bidders shall provide within five (5) Calendar Days, evidence satisfactory to the City of all valid license(s) currently held by that Bidder and each of the Bidder's subcontractors, before awarding the Contract." • GENERAL PROVISIONS - 24 "7-2.2.5 Non-Discrimination. Contractor shall rot discriminate in the employment of persons upon the Contract because of the rac(:, creed, color, national origin, ancestry, non-disqualifying disability, age, medical condition, marital status, sex or other classifications of such persons protected by federal, state zind local laws, rules and regulations. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall cause an identical clause to be included in every subcontract for the contract work." "7-2.2.6 Travel and Subsistence Payments. As required by Section 1773.8 of the California Labor Code, the Contractor shall pay travel and subsistence payments to each worker needed to execute the Work, as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in laccordance with law. To establish such travel and subsistence payments, the representative of any craft, classification, or type of worker needed to execute the Contract shall file with the Department of Industrial Relations fully executed copies of collective bargaining agreements for the particular craft, classification or type of work involved. Such agreements shall be filed within 10 days after their execution and thereafter shall establish such travel and subsistence payments whenever filed 30 days prior to the call for Bids." 7-3 PERMITS. Section 7-5 of the Standard Specifications shall be amended in its entirety to read as follows: "Unless indicated to the contrary in the Contract Documents, including the Special Provisions, Contractor shall procure all permits and licenses (including a City business license), pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the Work." 7-8 PROJECT SITE MAINTENANCE. 7-8.2 Air Pollution Control. The provisions of Section 7-8.2 of the Standard Specifications shall be amended to add the following at the end Iof that Section: "In addition, Contractor shall comply with all air pollution &ontrol rules, regulations, ordinances and statutes. All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully coilnply with the applicable material requirements." 7-8.6 Water Pollution Control. The provisions of Specifications shall be amended to add the following at the "in addition, Contractor shall comply with the provisions of Act as regulated by the U.S. Environmental Protection Agenc Regulations Parts 122-124, the Porter-Cologne Act (California 7-8.6 of the Standard that Section: the Federal Clean Water i in 40 Code of Federal Nater Code), the Waste GENERAL PROVISIONS - 25 • Discharge Requirements for Municipal Storm Water Discharges within the County of Los Angeles and Section 7810 of the Arcadia Municipal Code. Suitable Best Management Practices (BMPs) are listed in the California Storm Water Best Management Practices Handbook for Construction Activities." 7-8.8 Sound and Vibration Control Requirements. Section 7-8.8 shall be added to the Standard Specifications to read as follows: "The Contractor shall comply. with all local sound control and noise level rules, regulations and ordinances, including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor." 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.4 Safety. 7-10.4.1 Safety Orders. Section 7-10.4.1 shall be amended to add the following to the beginning of the first full paragraph: 'In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property in performance of the Work. This. requirement shall apply continuously and shall not be limited to normal working hours. The Contractor's duty to preserve safety shall include, but shall not be limited to, the erection and maintenance of temporary fences, bridges, railings and barriers; the placement of guards; maintenance and operation of sufficient lights and signals; and all other precautions necessary to maintain' safety in the vicinity of the Work. Any duty on the part of the City's Representative or other City employee or agent to give general engineering supervision of the Contractor's performance is not intended to include the review of the adequacy of the Contractor's safety measures. Nothing herein shall relieve Contractor of his sole and complete responsibility for safety conditions on the Site." Section 7-10.4.1 shall be amended also to add the following to the beginning of the second full paragraph: "Pursuant to Labor Code Section 6705, if the Contract Price exceeds $25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable provisions of the Labor Code, including Section 6705, regarding sheeting, shoring and bracing" GENERAL PROVISIONS - 26 7-10.4.3 Special Hazardous Substances and Processes. Section 7-10.4.3 shall be amended to add the following to the end of that Section: "As required by Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class 1, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to.determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute." 7-11 PATENT FEES OR ROYALTIES. Section 7-11 of the Standard Specifications shall be amended in its entirety to read as follows: "The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with the work, and shall defend, indemnify and hold harmless the City, its officials, officers, agents and employees from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use" 7-13 LAWS TO BE OBSERVED. Section 7-13 of the Standard Specifications shall be revised in its entirety to read as follows: . 'The Contractor shall keep itself fully informed of all existing and future State, Federal and local laws, rules and regulations; which in any manner affect those engaged or employed in the Work, or the materials used in the Work, or which in any affect the conduct of the Work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. The Contractor shall at all times observe and comply with all such existing and future laws, rules, ordinances, regulations, orders, and decrees of bodies or tribunals having any or all authority over the Work, and shall defend, indemnify and hold harmless, at least to the extent of the indemnification provisions of this Agreement, the Owner and its officials, officers, employees, volunteers and agents, including, but not limited to, the Director of Public Works and the Owner Engineer, against any claim or liability arising from, or based on, the violation or alleged violation of any such law, rule, ordinance, regulation, order, or decree, whether by itself or its employees. The Contractor shall particularly observe all laws, rules and regulations relating to the GENERAL PROVISIONS - 27 • obstruction of streets or the conduct of the Work, keeping open passageways and protecting the same where they are exposed or dangerous to traffic. The Contractor shall at all times comply with such laws, rules and regulations. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Special Provisions, or Contract for the Work in relation to any such law, rule, ordinance, regulation, order, or decree, the Contractor shall forthwith report the same to the Engineer in writing." 7-15 INDEMNIFICATION. Section 7-15 shall be added to the Standard Specifications as follows: "Contractor shall defend (with counsel of City's choosing), indemnify and hold the City, its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. Contractor shall defend, at Contractor's own cost, expense and risk, with Counsel of City's choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, employees, volunteers or agents. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, volunteers or agents, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its officials, officers, employees, volunteers or agents for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782." 7-16 CONCRETE FORMS, FALSEWORK AND SHORING. Section 7-16 shall be added to the Standard Specifications as follows: "Contractor shall comply fully with the requirements of Section 1717 of the Construction Safety Orders, State of California, Department of Industrial Relations, regarding the design of concrete forms, falsework, and shoring, and the inspection of same prior to the placement of concrete. Where Section 1717 requires the services of a civil engineer registered in the State of California to approve design calculations and working drawings of the falsework or shoring system, or to inspect such system prior to the placement of concrete, Contractor shall employ a registered civil engineer for these purposes, and all costs therefor shall be included in the Bid item price named in the Contract for completion of the Work as set forth in the Contract Documents." • GENERAL PROVISIONS - 28 - END OF SECTION - GENERAL PROVISIONS - 29 • • SECTION 9 MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK. Section 9-2 of the Standard Specifications shall be amended to add the following at the end of that Section: "On lump sum contracts, the Contractor shall submit, for approval by the Engineer, a Schedule of Values, or lump sum price breakdown, which will serve as the basis for progress payments and which shall be incorporated into a form of Application for Payment acceptable to the Engineer. Such Schedule of Values shall be submitted for approval at the Pre-construction Conference and must meet the approval of the Engineer before any payments can be made to the Contractor." 9-3 PAYMENT. 9-3.1 Payment. The last paragraph of Section 9-3.1 of the Standard Specifications shall be deleted and replaced with the following two paragraphs: "Contractor shall submit, with each of its billing invoices, a corrected list of quantities, verified by the Engineer, for unit price items listed in the Bid Schedule. Following the City's • acceptance of the Work as fully complete, the Contractor shall submit to the City for approval a written statement of the final quantities of Contract items for inclusion in the final invoice. Upon receipt of such statement, the City's Representative shall check the quantities included therein and shall authorize the Contractor to submit an invoice which, in the City Representative's opinion, shall be just and fair, covering the amount and value of the total amount of Work done by the Contractor, less previous payments, applicable withholdings and retentions." "All retention proceeds shall be released and paid in strict accordance with Public Contract Section 7107." Section 9-3.1 of the Standard Specifications shall be amended to also add the following at the end of that Section: "Payment for the various items on the Contract Bid Forms, as further specified in the Contract, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of Work, all in accordance with the provisions for Measurement and Payment in the Standard Specifications and these General Conditions, and as shown on the Drawings, including all appurtenances thereto. Compensation shall include all costs of compliance with the regulations of public agencies having jurisdiction over the Work, including the Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor • (OSHA)." GENERAL PROVISIONS - 30 "No separate payment will be made for any item that is not specifically set forth in the Contract Bid Forms, and all costs therefor shall be included in the prices named in the Contract Bid Forms for the various appurtenant items of work." 9-3.2 Partial and Final Payments. Section 9-3.2 of the Standard Specifications shall be amended to add the following at the end of that Section: "For purposes of this Section, the monthly payment date shall be the last calendar day of each month. In order for the City to consider and prepare for each monthly payment, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) day of the following month. The City shall review and make payment on all approved charges within the time required by Public Contract Code Sections 20104.5 et sec." "Acceptance of any progress payment accompanying any estimate without written protest shall be an acknowledgment by the Contractor that the number of accumulated contract days shown on the associated statement of working days is correct. Progress payments made by the Owner to the Contractor or its sureties after the completion date of the Contract shall not constitute a waiver of liquidated damages." "Subject to the provisions of Section 22300 of the California Public Contract Code, a 10 percent retention will be withheld from each payment. All invoices and detailed pay requests shall be approved by the Engineer before submittal to the Owner for payment. All billings shall be directed to the Engineer." "Pursuant to Section 22300 of the California Public Contract Code, In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to the Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to the Contractor. The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by the City." "The Contractor shall submit with each invoice the Contractor's conditional waiver of lien for the entire amount covered by such invoice, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262. Prior to final payment by the Owner, the Contractor shall submit a final waiver of lien for the Contractor's work, together with releases of lien from any subcontractor or materialmen." - END OF SECTION GENERAL PROVISIONS - 31 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT SUPPLEMENTARY GENERAL CONDITIONS. SUPPLEMENTARY GENERAL CONDITIONS 10-1 GENERAL 10-1.1 Description of Work The work will consist of furnishing and installation of curb ramps, sidewalk cross gutter, truncated domes detectable warning, and all appurtenant work as shown on the plans and as specified herein. 10-1.2 Quantities - The estimate of quantities of work is approximate only, being given as basis for the compilation of bids, and the City of Rosemead does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the Engineer. In such case the contract unit price shall prevail subject to the requirements of Subsection 3-2.2.1 of the Standard Specifications. All work incidental to this project, as described on the drawings and/or this specification shall be considered as included within the scope of the work. The bid prices submitted by the contractor shall include the cost of said incidentals, even though such incidentals are not specifically mentioned in.the preceding description of work to be done or in the proposal form. 10-1.3 Equals - Whenever the names of specific products are designated in the details appearing on the drawings or in the specifications, the intent is to state the general type and quality of the products desired, without the intention of ruling out the use of other products of equal type and quality. If the successful contractor wishes to make substitutions of the products specified, he must make .an application in writing to the Engineer prior to the acceptance and installation into the project with a complete description of the alternate products and 'a statement with regard to the saving to the owner, if any, in case the substitution would be permitted. The Engineer will have the right to make the final decision in these cases and to insist on use of particular brands of products shown on the drawings or in the specifications, if, in his opinion, such brands will be preferable to the Engineer, in lieu of the requested substitutions. 10-1.4 Installation of Equipment - All materials and workmanship shall be in accordance with the manufacturer's specifications and instructions. SUPPLEMENTARY GCs-1 i • 10-2 PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK Prosecution, progress, and acceptance of work shall conform to Section 6 of the Standard Specifications with the following special conditions: a. Beginning and Completion of Work: The contract time allowed for completion of the project is forty-five (45) calendar days. Work on this project shall commence no later than ten (10) days from the date of Notice to Proceed. b. The contractor shall submit to the Engineer a time schedule of work for the various sequences of the major operations. Said schedule shall be submitted at least 5 working days prior to the beginning of work and shall be subject to the approval of the Engineer. C. Working hours on this project shall be limited to 7:00 a.m. to 3:30 p.m. with no work on Holidays, and alternate Fridays in Saturdays, Sundays, which City Hall is closed. Except when authorized by the Director of Public Works or City Engineer. d. Inspection: The City shall provide inspection for an 8-hour day for normal • working days. The City will deduct from the contractor's invoice an amount equal to $65 per hour for inspection in excess of the foregoing, including legal holidays, City Hall closed Fridays, and weekends, e. Weight master certificates are source documents and it is the contractor's responsibility to collect the material tickets from the drivers at the delivery point, sign and date them and submit to the City Inspector. f. Contractor shall notify all property owners within the project limits of all activities; written notification shall be delivered to properties at least forty- eight (48) hours in advance of any activity. 9. The contractor and all subcontractors shall attend a pre-construction meeting at the time, date, and place determined by the City. h. The contractor and all subcontractors shall obtain a Rosemead Business License prior to the start of work. • SUPPLEMENTARY GCs-2 10-3 STANDARD SPECIFICATIONS The work embraced herein shall be done in accordance with the "Standard Specifications for Public Works Construction (Greenbook)," latest edition, including all supplements, and applicable provisions of Caltrans Standard Specifications, latest edition. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. 10-4 CONSTRUCTION YARD It shall be the contractor's responsibility to locate any storage sites for materials and equipment needed, and such sites must be approved in advance by the City Engineer. When storage sites are located on private properties, the contractor shall be required to submit to the City Engineer written approval from the record owner authorizing the use of his property by the contractor, and contractor shall bear all the cost involved, and provide necessary insurance requirements. If contractor chose one of the City owned. The contractor accepts sole liability for the yard during the time, which it is occupied. The contractor agrees to indemnify and hold harmless the City and ARA during the period which the contractor occupies the site. The yard shall be fenced with City-approved temporary chain link fence and gate(s). The yard shall be secured at all times. The Contractor shall be responsible for required utilities, if available. The Contractor shall store all materials in a manner, which complies with manufacturer's recommendations and/or legal requirements. The yard shall be maintained in a manner consistent with surrounding properties. After the project is constructed, the Contractor shall move off of the yard and return the yard to a condition similar to before he moved on the yard. In order to assure these requirements are met, the Contractor shall have an independently prepared environmental report prepared prior to Contractor mobilization and after final cleanup. Contractor and all subcontractors shall not be permitted to place any signage or advertising signs on the site unless city's written approval is obtained. . SUPPLEMENTARY GCs-3 0 10-5 UTILITIES. The contractor will obtain the locations of underground facilities from the utility companies at least twenty-four (24) hours prior to commencing construction in such areas. At all time the contractor shall be responsible for the protection of such facilities and shall be held liable for damage to utilities during construction. The contractor is responsible to call Underground Service Alert at (800) 422- 4133 at least 72 hours prior to commencing any work. 10-6 CONSTRUCTION WATER It shall be the responsibility of the contractor to furnish an adequate supply of water for construction use. Necessary permit and fee schedule and water meter shall be obtained from the Arcadia water Division. 10-7 AIR AND WATER POLLUTION The Contractor shall be required to conform to all current regulations of the South Coast Air Quality Management District. The Contractor shall also conform to Section 402(p) of the 1972 Clean Water Act which establishes a framework for the regulation of municipal, industrial and construction stormwater discharges under the National Pollutant Discharge Elimination System (NPDES) program. • 10-8 HAZARDOUS MATERIAL NOTIFICATION A material Safety Data Sheet (MSDS) is required by the City of Rosemead for all hazardous materials which are brought on site by the Contractor. A MSDS is required for any product which may contain hazardous materials. The contractor must alert the City Engineer of the quantity and type of hazardous material which will be brought on site. The MSDS sheets must be submitted to the City Engineer at least two (2) business days prior to starting work. The City Engineer may require the City Safety Officer or his designee to review the MSDS for approval of use. The contractor shall be responsible for notifying Underground Service Alert (800) 422-4133 and all utility companies having substructures within the limits of the job. This shall be done at least 72 hours prior to commencing construction. 10-9 PUBLIC CONVENIENCE AND SAFETY The contractor shall conduct his operations to comply with the provisions of section 7-10 of the Standard Specifications. Traffic Control shall comply with the Work Area Traffic Control Handbook of the American Public Works Association (WATCH Manual), latest edition. After award of the contract, the contractor shall submit to the Engineer his proposed schedules for lane closing and his methods of traffic control to comply SUPPLEMENTARY GCs-4 with the requirements specified herein below. This submittal shall be made sufficiently in advance of any rerouting or diversion of traffic by the contractor to allow for a review of the contractor's proposed traffic control. Any shifting of traffic from one lane to another which is necessary in order to maintain the required number of lanes, shall be directed in such a manner that traffic may move smoothly across the work without any sudden changes from one lane to another. Toward this end the minimum taper allowed for detouring the traffic from one lane to another shall be 20:1. The contractor shall provide, throughout the period of construction, all signs which may be deemed necessary for the safe and orderly conduct of vehicular traffic as directed by the Engineer. All barricades used as warning and guiding devices shall bear the name of the contractor in legible letters. Flashing arrow board(s) shall be required throughout the construction period. Traffic lanes shall have a minimum width of twelve (12) feet and minimum clearance of two (2) feet from curbs, poles and similar obstructions, and two (2) feet from any excavation, unless otherwise specified. One lane shall be maintained at all times. Transitions of differential road surfaces shall be maintained according to SSPWC sect. Spillage resulting from hauling operations along any public traveled way shall be removed immediately by the contractor. Traffic shall not be allowed on the street until the initial sweeping is complete. Contractor shall provide access the existing driveways. Contractor will close only one driveway at any time to properties having more than one driveway. 10-10 PAYMENT Payment shall be made in accordance with Section 9 of the Standard Specifications. Payment will be made at the lump sum prices or unit prices as stipulated in the Bid Proposal and will include full compensation for furnishing all labor materials, tools and equipment and doing all the work involved in completion of the bid items. 10% retention will be paid 35 days after City Council's acceptance. 10-11 SURVEY MONUMENTS All survey monuments, centerline ties and survey reference points shall be protected in place or re-established where disturbed in accordance with section SUPPLEMENTARY GCs-5 • 8771 of the Land Surveyors Act, prior to project acceptance. This work will be the responsibility of the contractor and shall be at the contractors expense. 10-12 CLEAN-UP Upon completion of the work and before the final estimate is submitted, the Contractor shall, at his own expense, remove from the vicinity of the work all plant, buildings, rubbish, unused materials, concrete forms and other materials or equipment belonging to or used by him or any subcontractor on the work. In the event of failure to so remove the same may be removed and disposed of by the City at the Contractor's expense. 10-13 GUARANTEE The contractor hereby guarantees for a period of one year that the entire work constructed by him under this contract will meet fully all requirements thereof as to quality of workmanship and of materials furnished by him. The contractor hereby agrees to make at his own expense any repairs or replacements made necessary by defects in materials or workmanship supplied by him that becomes evident within the time specified after filing of the Notice of Completion of the work by the Engineer, and to restore to full compliance with the requirements of • these specifications, including the test requirements set forth herein for any part of the work constructed hereunder, which during said period is found to be deficient with respect to any provision of the specifications. The contractor also agrees to defend, indemnify and hold the Owner, its officers and employees, harmless from claims of any kind arising from damage due to said defects. The contractor shall make all repairs and replacements promptly upon receipt of written orders for same from the Engineer. If the contractor fails to make the repairs and replacements promptly, the owner may doe the work and the contractor and his surety shall be liable to the owner for the cost thereof. Upon termination of the Contractor's guarantee any manufacturers' guarantees held by him shall be delivered to the owner. The guarantees and agreements set forth in Subsection (a) hereof shall be secured by a surety bond which shall be delivered by the Contractor to the Owner before the notice of completion shall be filed by the Development Services Director. Said bond shall be in an approved form and executed by a surety company or companies satisfactory to the owner, in the amount of ten percent (10%) of the contract price. Said bond shall remain in force for a period of one year from the date of filing of the Notice of Completion. Instead of providing a surety bond, the contractor may, at his option, provide for the Faithful Performance Bond furnished under the contract to remain in force for said amount until the expiration of the required period. 0 SUPPLEMENTARY GCs-6 I 10-14 SANITATION • All portions of the work shall be maintained at all times in sanitary condition. The contractor shall provide adequate toilet facilities for all workmen and representatives of the owner employed on the work. Such facilities shall be subject to the acceptance of the owner as to location and type. The contractor shall maintain the same in sanitary condition from the beginning of the work until completion and then shall remove the facilities and disinfect the premises if necessary. The contractor shall be responsible for alleviating all dust and nuisance conditions occasioned by his work. Each day, at the completion of the day's work, the entire trench area and adjacent streets shall be swept and cleaned to the satisfaction of the City Engineer or his appointed representative. The contractor shall cover all storm drain catch basins during excavation and sweeping operations to prevent excavated materials from entering the catch basins. SUPPLEMENTARY GCs-7 CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT TECHNICAL PROVISIONS TECHNICAL PROVISIONS SECTION 1 - SITE MAINTENANCE 1.01 General. The Contractor shall maintain the construction site in a neat and orderly condition, free from trash and waste construction materials at all times. Unattended construction materials, equipment, and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance or danger due to rain, wind, or other forces of nature. The Contractor shall provide and maintain enclosed toilets for the use of employees pertaining to public health and sanitation of dwellings and camps. The Contractor shall provide proper barricades with flashing lights properly working and temporary fencing to insure a safe construction site. The Contractor shall maintain the work site in a manner that assures adequate access to workers and other authorized personnel. The Contractor shall provide proper traffic control in all construction areas. 1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to abate undue dust. Application of water for dust control shall be under the control of the Engineer and shall be applied in the amounts and at locations designated by the Engineer or other City Representatives. 1.03 Control of Water. The Contractor shall work in a manner that does not prevent storm or other water from flowing uninterrupted along the existing street drainage courses. Diversion of water for short reaches to protect construction may be permitted if public or private properties are not threatened with damage. Should such diversions be necessary, the Contractor shall obtain written permission from the applicable public agency or property owner before the Engineer will permit any diversion of water outside rights-of-way or normal drainage courses. 1.04 Protection of Existing Improvements. Construction operations shall be conducted in a manner that assures all permanent facilities and improvements, as well as temporary improvements which remain during the life of this contract, are not subject to vertical settlement or horizontal movement. The Contractor shall work around all existing utility facilities. During construction the Contractor shall cooperate with the owners of any utility that has manholes, vaults, valve covers or any other facilities within the construction area. These facilities shall be completely protected by the Contractor. The Contractor shall exercise care to prevent asphalt material from being deposited on concrete surfaces. Unless otherwise specified, all costs for protection of existing improvements shall be absorbed in the various items of work and no separate payment shall be made for them. 1.05 Restoration of Existing Improvements. All existing improvements removed or damaged during construction shall be reconstructed in accordance with the applicable TP-t • provisions of the Standard Specifications for Public Works Construction, 2006 Edition, (hereinafter referred to as the Standard Specifications). The Contractor shall replace or restore existing improvements to their original condition to the satisfaction of the Engineer at no expense to the City. 1.06 Disposal of Removed. Cleared, and Waste Material. All removed, cleared, and waste material shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations of governmental agencies having jurisdiction. 1.07 Final Clean Up. After completion of all other work required under the contract, the Contractor shall, at no expense to the City, clean up the work site including any and all properties used by the Contractor during construction to the satisfaction of the Engineer. The Contractor shall remove and dispose of all excess materials. The Contractor shall repair, replace, or restore, to the satisfaction of the Engineer, all property of any type or nature which has been moved, damaged or altered in any way by the Contractor's operations. The Contractor shall return all roadway and adjoining surfaces to their original condition and appearance. The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing asphalt pavement or concrete pavement during paving operations. The Contractor shall slurry (quick set emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive) all asphalt pavement area where asphalt oil was accidentally tracked. If tracking is left on the concrete pavement, Contractor shall sand blast the affected area to its original condition and to the satisfaction of the Engineer or City Representatives at no additional cost. Any and all of these requirements shall be at the Contractor's expense. 1.08 Payment. No separate payment will be made for Site Maintenance. All costs for furnishing all labor, materials, tools, dump fees, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. SECTION 2 - CLEARING AND GRUBBING 2.01 General. Clearing and Grubbing shall conform to Section 300-1, "Clearing and .Grubbing" of the Standard Specifications. In addition, the following items of work are included under Clearing and Grubbing, unless otherwise covered by specific bid items: A. Maintaining dust control at all times by watering. B. Providing traffic control and maintaining access, security and safety including all signs, barricades, flashers, covers, plates and chain link fencing as specified elsewhere in these specifications. 0 TP-2 C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures. D. Removing, storing, and replacing removable and portable items and their safe handling and keeping. E. Providing temporary pumps, conduits, and any other necessary means to convey waste waters in order to bypass the construction as needed and as approved by the Engineer. Saw cutting Portland cement concrete and asphalt concrete pavement for construction of smooth and straight joins. G. Protecting in place any utility line affected by this improvement. H. Removing and disposing of all existing improvements interfering with the construction of new improvements and/or as required elsewhere in these specifications and not included in other bid items. 1. Removing, replacing, backfilling, and compacting miscellaneous earthwork resulting from removing existing improvements that are not replaced and where excavations were made for concrete forming. Protecting existing improvements and items within and adjacent to the right-of- way. K. Coordinating the construction with all utility companies. L. Obtaining permit from the appropriate water company for connection to fresh water source and delivering water to the point of use and assuming payment of all fees and payment for water used. M. Providing construction signs as specified in the Special Provisions of these specifications. N. Storing construction equipment and materials. (See Special Provisions, Section 17) 0. Providing enclosed toilets. P. Replacing in kind any traffic striping affected by this improvement. Q. Remove, adjust to grade and replace if necessary any utility pull boxes (water meter, gas valve, water valve, electrical meter, etc.) affected by this improvement. TP-3 • R. Remove, relocate or modify any existing irrigation system affected by this improvement. S. Replace in kind any landscapedamage or affected by this improvement. T. Protecting in place any traffic loops. 2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum price under Bid Item No. 1. Payment of the lump sum price bid shall include full compensation for furnishing all labor, materials, tools, and equipment, and doing all work involved in Clearing and Grubbing as specified above and as directed by the Engineer. SECTION 3 - CONTRACTOR'S RESPONSIBILITIES BEFORE COMMENCEMENT OF THE PROJECT 3.01 General. The Contractor shall respond to all complaints associated with the project that include any alleged damage to private property and/or vehicles, within 24 hours of notification. Failure to comply with this provision will result in an additional penalty of $50.00 per occurrence. The City reserves the right, after 24 hours of notification, to respond to the complaint and repair the alleged damage. The Contractor shall reimburse the City for all costs involved in addressing the complaint, including any administrative costs incurred by • the City. 3.02 Notification to Residents. The Contractor shall distribute notices informing businesses and residents that construction will be performed in proximity to their property. The notice shall be distributed not less than 24 hours before commencement of work. The Contractor shall provide a sample notification to the Engineer for approval. 3.03 "NO PARKING" Signs. The Contractor shall post temporary "NO PARKING" signs at no cost to the City. The "NO PARKING" signs will be in place not less than 24 hours prior to performing the work. 3.04 Payment. No separate payment will be made for Contractor's Responsibilities Before Commencement of the Project. All costs for furnishing all labor, materials, tools, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. SECTION 4 - EARTHWORK, ROADWAY EXCAVATION AND FILL 4.01 General. Earthwork, Roadway Excavation and Fill shall include excavating, removing, hauling, disposing, and placing in fill embankment, using approved materials, to the subgrade elevation indicated on the Plans. Roadway excavation shall include removal of asphalt concrete pavement, Portland cement concrete pavement, roadway base material, curb, sidewalk, and driveway approach. The work shall also include compacting original ground, providing and placement of fill material, overhauling, finishing roadway subbase, • TP-4 and miscellaneous grading. Earthwork, subgrade preparation, and finishing roadway shall T conform to the applicable requirements of Section 300, "Earthwork" and other pertinent sections of the Standard Specifications for the various items involved and the following requirements. I The Contractor shall protect all work from inclement weather at all times. In the event of any storm during construction, the Contractor shall provide means to divert runoff water carrying silts, debris, etc., from entering the storm drain system as required by the Clean Water Act and the NPDES. 4.02 Subgrade Preparation. Subgrade preparation shall conform to the provisions of Section 301 , "Treated Soil, Subgrade Preparation, and Placement of Base Material" of the Standard Specifications. Subgrade shall be compacted as specified in Section 301-1.3, "Relative Compaction" of the Standard Specifications. Finished subgrades shall not deviate more than 0.02 feet from the theoretical grading plane. 4.03 Unsuitable Material. Except as specifically noted below, to the best of the Engineer's knowledge, no unsuitable material will be encountered below the grading plane on this project. However, should unsuitable material be encountered, it shall be removed and replace with select material from the site at the direction of the Engineer all in accordance with the provisions of Section 5 of the Technical Provisions of these Specifications. • 4.04 Fill. Fill shall be placed in lifts compatible with the type of compaction equipment used but no greater than 8 inches in thickness, and shall be compacted to a minimum relative compaction of 95 percent relative compaction as specified in Section 301-1.3 of the Standard Specifications. Each fill lift shall be treated in a similar manner. Subsequent lifts shall not be placed until the preceding lift has been approved by the Engineer. Fill soils shall consist of excavated onsite soil or imported soil approved by the soils engineer. All organic or deleterious material shall be removed from the fill material prior to placement and compaction. All imported fill shall be granular and non-expansive or of low expansion potential (plasticity index less that 15%). Rocks, asphalt concrete, and Portland cement concrete larger than 4 inches in diameter shall not be used unless they are sufficiently broken down. 4.05 Safety Precautions. All excavation shall be performed, protected, sheeted, shored, braced, and otherwise supported as required for safety and in the manner set forth in the operation rules, orders, and regulations prescribed by the Division of Industrial Safety of the State of California. Barriers shall be placed in such locations as necessary along excavations to warn all pedestrian and vehicular traffic of such excavations. 4.06 De-Waterinq. The Contractor shall provide and maintain at all times during construction, ample means and devices to promptly dispose of all water from any source entering structural excavation, conduit trenches, or other excavations. De-watering shall be j accomplished by methods, which will insure a dry excavation, the preservation of final grades, and proper soil conditions. TP-5 • 4.07 Disposal of Excess Excavated Material. All excess excavated material shall become the property of the Contractor and shall be removed from the site and disposed of by the Contractor at no expense to the City. 4.08 Payment. No separate payment will be made for Earthwork, Roadway Excavation and Fill. All costs for furnishing all labor, materials, tools, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work. SECTION 5 - REMOVAL, HAULAWAY, AND DISPOSAL OF MATERIALS 5.01 General. The Contractor shall remove, haulaway, and dispose of all existing pavement, curb, curb and gutter, sidewalk, driveway, and other improvements including landscaping, trees, and irrigation facilities interfering with the new construction unless otherwise noted on the plans. 5.02 Payment. Payment for disposal of waste materials will be made at the unit price bid under Bid Items No. 2. All cost for furnishing labor, materials, tools, equipment and incidentals, and for doing all work involved as specified herein and directed by the Engineer, shall be included in the unit price bid for the various contract items of work. • SECTION 6 - PORTLAND CEMENT CONCRETE CONSTRUCTION 6.01 General. Portland cement concrete construction shall be in accordance with Section 201, "Concrete, Mortar and Related Materials" and Section 303, "Concrete and Masonry Construction" of the Standard Specification and as specified in the Standard Plans for Public Works Construction (hereinafter referred to as Standard Plans) and details shown on the Plans. The work required is the construction of curb ramps as described in this section and as shown on the Plans. The Contractor shall cover all new curb ramps with asphalt paper after the concrete pavement has been finished. Asphalt paper shall be properly secured in place for at least 24 hours to avoid any vandalism. It shall be the Contractor's responsibility to protect the new ramps with all available means from defacing or damaging acts. The Contractor shall promptly restore or repair such damages as required by the Engineer at no expense to the City. 6.02 Concrete Mix. Concrete for curb ramp shall be Class 520-C-2500 concrete specified by class in accordance with Section 201-1.1.2, "Concrete Specified by Class and Alternate Class" of the Standard Specifications. 6.03 Curb Ramp. Concrete curb ramp shall be constructed in accordance with Section 303-5 of the Standard Specifications and shall be per Standard Plan 111-3. In addition, the depressed curb and gutter shall be constructed separately from the ramp. The Contractor • shall protect in place and adjust valve covers and other structures that may be within the TP-6 curb ramps area to new grade at locations indicated on the Curb Ramp Tabulation on Appendix A. The Contractor shall include as part of the unit price bid for the construction of curb ramps, curb and gutter along ramps, the cost of removal of curb, sidewalk and asphalt and/or concrete pavement and construction of the curb ramp and asphalt and/or concrete pavement for the entire area affected by the construction of the curb ramp. At locations where the curb ramp is constructed adjacent to concrete cross gutter or pavement, the concrete shall be saw cut and removed a distance of three (3) inches from the flow line. After removing the forms for the construction of the curb ramp, the 3-inch area of removed concrete pavement shall be replaced with concrete equal to the thickness of the pavement removed. Asphalt concrete adjacent to the construction of curb ramps shall be removed a distance of 3 feet per APWA Standard plans. Asphalt concrete pavement for pave out sections constructed in conjunction with the construction of curb ramps shall be minimum of 6-inch thick. Truncated Domes Detectable Warning Surfaces. Truncated domes shall be installed on all Proposed curb ramps. Contractor to obtain approval on the size and placement of the truncated domes from the City Engineer. Truncated domes shall be yellow cast in place ARMORCAST or approved equal. Contact Persons: Rolance Mehserdjian 818-489-9156 or Larry Harden 818-263-3401. See specifications and standard drawing on Appendix A. Curb and Gutter adjacent to the Curb Ramp shall not be poured monolithically with adjacent concrete improvements such as ramps, etc. After removing forms for curb ramp construction, the space left by the form and the area beyond the form that was disturbed due to construction shall be filled with selected backfill material to the elevation of the back of the curb ramp and restored to the conditions prior to construction. Any traffic striping and/or signage painted on pavement removed to accommodate construction of curb ramps shall be replaced in kind after replacing the removed pavement. Contractor shall relocate and adjust to grade any street sign, traffic pull box, water meter, water valve and traffic sign affected by this improvement. Contractor shall replace in kind any broken or damaged sidewalk as indicated on tabulation or by the inspector. 6.04 Curb Ramp Type and Location. The location at which curb ramps shall be constructed is shown on the Location Map in the Appendix of these specifications. The curb ramp type and case are shown on the table in the Appendix entitled Curb Ramp Tabulation.. Contractor shall be aware that some field modifications may take place at the time of construction. TP-7 • 6.05 Sidewalk. Concrete sidewalk shall be constructed in accordance with Section 303-5, "Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and Driveways" of the Standard Specifications and shall be per Standard Plans 112-1 and 113- 1. All sidewalks shall be 4 inches thick. Weakened plane joints shall be constructed at regular intervals following the pattern of existing sidewalk adjacent to the sidewalk being replaced or in the immediate area. Expose roots within the subgrade area must be completely removed, voids backfilled and compacted prior to placement of new sidewalk. 6.06 Payment. Payment for Concrete Curb Ramp Construction will be made at the unit price bid under Bid Items No. 3. The unit prices paid shall include full compensation for furnishing all labor, materials, tools, and equipment to complete the work specified herein and as directed by the Engineer, including the costs for removal, disposal, and disposal fees. The price shall include the cost of removing and replacing the concrete or asphalt pavement adjacent to the construction and for replacement of any traffic striping or signage and the construction of any retaining curb as necessary. The construction of any curb as indicated in the Standards Plans or as necessary and the replacement of any broken sidewalk as indicated. SECTION 7 - ASPHALT CONCRETE PAVEMENT • 7.01 General. Asphalt concrete pavement shall be C2-AR-4000 and shall be constructed in accordance with Section 203, "Bituminous Materials" and Section 302-5, "Asphalt Concrete Pavement" of the Standard Specifications and the Plans. 7.02 Asphalt Concrete Pavement Construction. Asphalt concrete pavement construction shall be in accordance with Section 302-5, "Asphalt Concrete Pavement" of the Standard Specifications. Asphalt concrete to be used for this work shall be C2-AR-4000. For construction of curb ramps, the existing asphalt concrete pavement shall be saw cut and removed a distance of three (3) feet from the edge of the existing gutter, parallel to the edge of gutter. After construction of the curb ramp, the 3-foot wide area shall be paved with 6 .inches thick of asphalt concrete pavement after preparation of the subgrade and properly rolled and finished. 7.03 Subgrade. Subgrade preparation for the pavement shall be as specified in Section 4 of these Specifications. Asphalt concrete pavement shall be constructed on compacted subgrade of existing material. 7.04 Payment. No separate payment will be made for Asphalt Concrete Pavement and will be included in the unit price bid for curb ramp construction. The price paid shall include full compensation for furnishing all labor, material, tools, and equipment to complete the work specified herein and as directed by the Engineer, including the costs for removal, disposal, disposal fees and subgrade preparation. TP-8 CITY OF ROSEMEAD CURB RAMPS CONSTRUCTION PROJECT PART "C APPENDIX "A" C~ LOCATION MAP F- -I LJ N a q N L C y D• W T= q q 9 N q N ~ ~ y 9 q O q N N p~ R' ❑ q N w y m ' m t A m d m m= LL f~~~(j y J Q O 0: z a° a 0 W y t7 U r z z a 0 a s _ "w"o ~za~ (.)o 0 CURB RAMPS TABULATION u r ~J \i z 0 U r W J O ca m w aQ r N a O a 20 t j ¢ 0~m0 0 C) F y o (L U ~ o o N Q U z z Q o x x I m I Z i ui U r Z i Z w U U a m Uj LLi m I j ' c ? 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W J Z ❑ ¢ a' o i Y LU wQ Y I 47 I LL N j ' Ja aS z z q+y i ca 06 m Z w !L w w O w ° F a w ~ ¢ w w a ~ l~ w a x w O w LU - w w w ~ w LL w w W w w ¢ pI w z o Z Z ~ ~ w z ~ z a z o Z ~ Z - Z o z m z w m Q z m z ~ w 2 " ~n z o z m z x z a z ~ ~ z m z m z ~ ~Z Wx U) U) O O = O O a 0 0 0 0 a O O O O O w U O v> W O 0U 0 O U 1, O U ° O U mp m lUj F ~ w ~ w 3 ~ w w a 3 v ¢ w 3 w 3 o 3 w 3 du e ?i W Z Z x z m w z z w z ,t w z u) n a W w z z ❑ Z z w a O u a CITY OF ROSEMEAD ANNUAL 2008-2009 CURB RAMPS CONSTRUCTION PROJECT SURVEYOR MONUMENT INTERSECTION l COMMENTS SAN GABRIEL BLVD. & HELLMAN AVE. NE CORNER EXISTING SURVEYOR MONUMENT. NW CORNER EXISTING SURVEYOR MONUMENT. HELLMAN AVE. & ALANREED AVE. SE CORNER EXISTING SURVEYOR MONUMENT. SW CORNER EXISTING SURVEYOR MONUMENT. HELLMAN MV E. & ECKHART AVE. NE CORNER EXISTING SURVEYOR MONUMENT. SW CORNER EXISTING SURVEYOR MONUMENT. . HELLMAN AVE. &KELBURN AVE. NW CORNER EXISTING SURVEYOR MONUMENT. . HELLMAN AVE. & BRIGHTON ST. _ NE CORNER EXISTING SURVEYOR MONUMENT. SE CORNER _ EXISTING SURVEYOR MONUMENT. NW CORNER EXISTING SURVEYOR MONUMENT. SW CORNER EXISTING SURVEYOR MONUMENT. HELLMAN AVE. & DELMAR AVE. SE CORNER EXISTING SURVEYOR MONUMENT. LYN AVE. HELLMAN AVE. & EVE _ SE CORNER EXISTING SURVEYOR MONUMENT. _ NW CORNER EXISTING SURVEYOR MONUMENT. HELLMAN AVE. & ISABEL AVE. SE CORNER EXISTING SURVEYOR OR MONUMENT. SW CORNER EXISTING SURVEYOR MONUMENT. HELLMAN AVE. & STEVEN AVE. SW CORNER EXISTING SURVEYOR MONUMENT. STEVEN AVE. & EMERSON AVE. . NE CORNER EXISTING SURVEYOR MONUMENT. NW CORNER EXISTING SURVEYOR MONUMENT. PROSPECT AVE. & EMERSON AVE. NE CORNER EXISTING SURVEYOR MONUMENT. NW CORNER EXISTING SURVEYOR.MONUM,ENT. EVELYN AVE. & EMERSON AVE. NE CORNER EXISTING„SURVEYOR MONUMENT. SE CORNER EXISTING SURVEYOR MONUMENT. _ SW CORNER EXISTING SURVEYOR MONUMENT. DELMAR AVE. & EMERSON PL SE CORNER EXISTING SURVEYOR MONUMENT. DELMARAVE. & WHITMORE AVE. - NE CORNER EXISTING SURVEYOR MONUMENT. SE CORNER EXISTING SURVEYOR MONUMENT. BRIGHTON ST. & DOROTHY AVE. . SW CORNER _.._UR__ R EXISTING SVE OY MONUMENT. HERSHEY AVE. & KELBURN AVE. _§cOR ...NER_ SW C SURVEYOR MONUMENT. EXISTING JACKSON AVE. & COLUMBIA ST. - SE CORNER EXISTING SURVEYOR MONUMENT. . SW CORNER EXISTING SURVEYOR MONUMENT. . . NE CORNER NT. EXISTING SURVEYOR MONUME NW CORNER EXISTING SURVEYOR MONUMENT. DOROTHY AVE. & KELBURN AVE. NW CORNER EXISTING SURVEYOR MONUMENT. NE CORNER EXISTING SURVEYOR MONUMENT. SW CORNER EXISTING SURVEYOR MONUMENT. NOTE: SEE GENERAL CONDITIONS PAGE 7 PAGE i OF 1 0 TRUNCATED DOMES SPECIFICATIONS u 11 SPECIFICATLONS FOR POLYMER CONCRETE DETECTABLE WARNTNG TILE PANELS 1.0 General Requirements 1,1 This specifloation states the regLreroents for detectable warning tiles for installation in existing curb ramps and hazardous areas. 1.2 Sample and certified Test Reports A representative sample of the proposed tile to be furnished must be submitted along with the regmred certified test reportsfor approval. 1.3 Standards . 1.3.1 Detectable warning tiles must comply with detectable warnings on walling s[sfaces section of the Americans with Disabilities Act (Title 49 CFR TRANSPORTATION, part 37.9 STANDARDS FOR ACCESSIBLE . TRANSPORTATION FACILITIES, Appendix A, section 4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES. . 2.0 Materials Re4uirements er concreteDetectabl e Waming tiles shall be manufactured using polymer Polym erial concrete material. Polymer concrete mat shall consist of calcareous and siliceous stone, glass fibers and fl1emO eset polyester 'rosin. ne ndent testing laboratory for chemical material shall be tested by an indeP resistance and.mechawoal properties. Chemical Resistance / . Chemical Resistance ASTM D-543 AST'M D-1501 Simulated Sunlight ASTM D-756 Procedure Accelerated Service Test ASTM D-570 Aster Absorption criteria I Material shall be determined to be acceptable if thelfollowing service test, met. For chemical resistance, simulated sunE and water absorption: retention of 75 percent of the control specimen values for load and deflection and no more than 2 percent change For weight. For flammability test, specimen should be self-exiinguishingh fungns resistance test the material shosid not allow any fungus gr Smoke density shall be less than 0.5 at 1.5 minutes and less than 15, at 4 ammability shall be less than 25. minutes. Surface fl 2 .2 M r n; !U'rouerties The mechanical Properties of polymer concrete material shall be tested by an independent testing laboratory. Polymer concrete material shall have the following mechanic al Properties: Meehanical Properties Average Value Test Method ethod 99 Compressive Strength 11,430 PSI 3,330 PSI ASTM C-580-02 Flexural Strength 1,710 PSI ASTM C307-99 Tensile Strength 11,670 PSI ASTM D-372-02 Shear Strength 1VIodulus of Elasticity !,776,400 PSI ASTM C-580 2.3 Conslrnti°Il detectable warning tiles shall be manufactured 1. For consistency, using matched die molds under heat and pressure for uniform material compaction, controlled chemical curing a dimensions. shall have I/" thick 2. Polymer concrete detectable warning ties d domes height or material sectional thickness excluding truncate reinforcement ribs. hall have a 1!8" tapered 3 polymer concrete detectable warning tiles s edges on the outside of the finished detectable warning tile. 4. Slip Resistance.ofPolymer concrete detectable warning tile when tested by ASTM-C 1028 shall not to be less than 0.80. 5 Chemical Resistance. of Tile when tested by ASTM-D 543 to withstand without any degradation or discoloration-1% hydrochloric acid, Acetic Acid, Sulfuric. Acid, Sodium Chloride Sodium Hydroxide, Sodium. Sulfate, Sodium Carbonate, Kerosene and Oil. 6 The material shall be abrasive resistant and shall be warranted for 5 Average abrasi. years against excessive w CSOl.on depth shall. not exceed 0,030" when tested Per ASTM and be self 7 The polymer concrete material shall not sustain. burning extinguishing when tested in accordance with A5TM D 63 5. 8, The polymer concrete material shalt not promote fungus growth when tested in accordance with ASTM Cr21. be tested 9. The polymer concrete material surface flammability in accordance with ASTM B-162 and shall be less than 25. with I0. Smoke shall be density les than e0.5 s eat 1.5 ~mindntese and lesASTM s than 66 a 04 minutes.. 11. The polymer concrete material shall withstand 200 hours exposure to salt and spray per ASTM 13117 without damage, or degradation. 3.0 Tesfine and Documentation Requirements 3.1 The Polymer concrete Detectable Wanting Tiles specified is based on Armorcast Products Company (818-982-3600) or approved equal 3.2 Certified test report must be submitted to demonstrate conformance to this specifications. Testing must be conducted by an independent testing laboratory. 3.3 Installation procedures must be submitted along with product drawings. ARMORCAST PRODUCTS COMPANY _ 13230 SakFcay St Norfh Hollywood, GA 91605 phone: 818: 982.3600 Fax= 818: 982.7742 www,armo rcasfiprod, oom Detectable O/i/arning.` ile Panels • C] Recommended Instkllation Procedure 1. Read and follow all manufacturer New P ured concrete should be cur d for a minimum of 21 days. Z. installation area shouuld dbe be dry. and debris. 3, Sweep the desired location to remove loose dirt. _ 4, Protect tiles from direct sunlight to reduce heat acenmulation prior to aPP1Y'mg adhesive to the tinie- tile: This is recommended to extend adhesive workability insert into a heavy duty or battery 9, Remove tube top, pull cap, cut bag tip , n operated caulldng gun mixture is achieved prior to applying adhesive to tile- 6. Dispense adhesive until a uniform gray 7. Apply a uniform bead. (approximately 1/411) of adh b e laced otch ed out scratched areas horizontal scratched areas. Remaining epoxy may P and apply pressure. Adhesive should place the detectable warning tile at the desired location squeeze out around the perimeter of tile. . 9. Use putty knife and push all adhesive that.was squeezed out under the tiles. Clean excess adhesive.. 10. Protect the installed tiles from pedestrian traffic until adhesive is hardened. The above installation instructions are not meant to override applicable codes or local agency's requirements. Recommended Anchorins Adhesive • Sikadur AnchorFix-1- manufactured by Sik, • T,,be Size: Net 10.1 FL, OZ. (300 ml) • Must use 1 tube for 2'x3', 2'x4'& 2'x5' Till Must use 2 tubes for 3'x4'& 3'x5' Tiles • Ner LLGaa (epoxy not required. ' - Product Data Sheet _ -dition 8.2003 Identification no. C370 rFix 1 1 Slkadur Anc:bo l 1 sikauur@ q iaech~ ,e l~otaFix- e Modifled-acryl ic anchoring adhesive Slkadur Amh.rFX-I o.a two-componan6 solvent. and styrene-free, modlfled-acylc anchoring adhcsivs. Dascriptlon stenlnfl dhwlvO for at Omuta of rtb.r , threaded rods, bolts and special fa sys teme. i A Where FO Use np a nr a Fasl-cuing anc As base matedaic. Ins'.a11 In concrete and masonry Advantages a Low sensltlvly In -W-o errors. - a Factaung. • Styrens•frae, solvent-Free a Low odor: ' a I.wv waste. ed/mixed with a standard, good aualhy caulking gun or se VSage gun. e Can be dispens sYC~m R~ °~se one nt.Ilapslbie'e,UldgcIn carbtdge' Packaging 1p fl.on (300 roll or 20 flan (650 mq hva-wmp ky oapgang gun (10 flan) or eausafl. guh (20 11 M). With a dandard, Good qua ' Gel and Curing Times Applimbon Temperature Gei Time 'Cure Time 85°F (30•C) 3 min. 26 elite cn•c r~n•nY 7 min. 60 min- Caution First Aid Split IEiFITAtfr: PassicIt'sensldzadoo,.U. glc motion pa6alble with Pmlon,eq contact Eyes: Rinse for 1a minutes; Skin. Wsah with 6oaP and welsr;.Enh'al-ftnz Move be fresh alr;.ing.stlon: tf do not kndaca -,dd g. contact a physlclan immedlatey with all cases If T'mPtome Persist 'svragowad, . Venlgete area, Conac!'alth absorbent material. wear P-Per penmal Pro=d_ aqutpmant. Dispose a(Is. a=.nfanee with local, state and bademl envaonmenlai regJla9on.. apd'Storage Avoid direct wnfacL Wear PmtectWe equipment (chendcal resistant gleyea/goggle./doth[ng) In prevent direct Una. Use adequate ILloo' adno"' contact with skin and .yas. Re doom and windovon and uaie eonNlOSr approved re phatat Wstslh akin land hand. -19 any venoleeon Is rmavagabit, op aft.r ma. g. g `dfb os. Ooo,`u y.,P,..., 27- 27°C)eFld-out tlF i~!eeE:sy1411~1t. (!r aa4t}' "F - , Co ~dFle.Ats'A'*'3 mxad:.urtlfntmr$~9 Ce6tit Carrfpment'A':Cdttlporent'b'=.iQ:l by volume 9l~ irird$.atlD . Corn P. 'A'+'S' mixed: non-sag, oreaii y Paste Gons{$tan.cy Substrate and ambient: i4°-9fi°F (-10°-30°C) APpllaadorf Temparature s 75 Ibsigal.(0,33 kgfl) 2 Denslty(MbXed) . Load Capacltles •Threaded Rod om® s.em.• a,,,,, oat u..aaram s.ma sr,ou ar . mea,ad~w uoow umwt+v a~ ~,~,e~ 1)fillowableloads basedonaminlmuhewar- Higherherfact of safety may t r of 3 o`+' f a~ ua . rum ac o rented depending bn actual apPlicatlonandio sit , a i,rn conditions. 2)Mlnimum concrete base materiarthickness must ° ca aLbe 1.5 times the anchor embedment depth. anchor must bathe ar a a°° 31Allowable load-of adhesive lesser of bond or steel strength. ® i v fn r!s r.w aa+ x~ . a m zm r "For information on the .fracu at Anchor spacln0 and lorm.nca, Ptesco u ss ° c aos as 'Egg a NO ancs o o adhesive anchor par contact sike'. T.chnical Service DepartmenL ; s ~ Ya °W sue I cID s ma llle a➢a • T D m x ~G 0 X X n. ~ m z D m r m n D 0 0 u 0 m m P, y ~ ( 1! _ D w m m*' *>20---i T o O ..m ,ro3 m'5 3ncR it O ~QH m ° m N 3' =y~v NCmj~lj,Om T N 55Z T n vvv~:'w~~ AAW D ~ m m m>J'N o,A m 0 O O N p m N N 0 0 0 O N C m= N C ~N ➢ D➢ D D➢ D D D D➢ m. mmm:nrn0 mcnmrnu,m M rncooooQoP~pp mN W L9 W UN4 m N U v m U A O W m. v N N UOO,Ow~iOO;vp a MNNN6D w m T, O m O Q 0 3 O X mo2~:m.~ ] ~ m n0 p FT 2 D y D m m m E In= ; o' R> n <DGm O N N D 00 D i p 0'. N Em = A _ffm~~ mm~~ 1 a- CD 'M - N 'o C'Om o a'm~m aN.,~ n m~~.'~s~o~ co ,°p No m D. N 'a) ID ' N W m g m m = m W lJ p N z m z = r N m p 9 y D D G D N m m r z o ~ D z m r r i ~a Z~ om r~ a A n APWA STANDARD PLANS 1220 mm 4') 915 mm (3) MIN A k ' 1220 mm 4' 915 mm (3 MIN -9*' TRANSITION _ a 4:1 MIN I I y N1~ 1 r J 915 mm ' M NOTE 8 ) MIN (3 U NOTE 2 a a d 8.33. i MAX CURB X 1 x CURB FACE 220 mm 1x (4) TYPE 1 AORB 1220 mm (4') mm MIN R z . ~ R ox GRADE BREAK I a I . r NOTE 8 a Y 3 NOTE 2 mI 6 U S:EE S[ ;;t 8.3 ii3q ~ieF I N a a i!io tt: AX X X - CUR CURB FACE 12( ) m xx ' 4 ~ ~ N AOR B SEE FIGURE 1 TYPE 2 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srnuMOtN~ PLAN ruauc rnw~s srArm/+ms we • . ' CURB RAMP 111-3 tnFdB°°N Ca1011i1EE 9M f994 acn E-~.TW <rANDARD SPECIFICI' S_FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OE -1 nON F t. 1 AOR B 1220 mm 4' 915 mm R MIN O 2 8.33% I N< I B.33% N SI BREAK X r Q N Q Y E q NOTE PLANTING AREA , PLANTING AR CURB CURB FACE }}II 00 N~ a 4) AOR B SEE FIGURE 1 Q X~t P 1220 mm 4' 915 mm 3 MIN PCC WALK 1220 mm 4 R Z 915 mm (3') MIN 3= NOTE 2 PLANTING AREA CURB FACE' IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE, USE "X" PER TABLE 2 FOR THAT FLARE TYPE 5 TYPE 6 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP PARKWAY w 2% ~ MA a z z F Z / J CASE A 111-3 I I SKEW ANGLE a=4 OFFSET b=0 UNLESS OTHERWI`. NOTED ON PLANS 3EE SEE DETAIL U N ~ C. OR A. B, N A r 3 NOTE 2' Y a UFO PLANTING P a AREA REGRADI CUR CURB FACE SEE DETAIL A, B. C OR C - • 3 3 Nla NOTE Q U 01a NOTE 2 CURB' CURB FACE TYPE 2 CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 2 CASE C /NOTE 8 j A TYPE 5% AX X=1220 mm (4') IF ADJACENT TO PLANTING AREA, OTHEWISE SEE TABLE 1 z vM EE AN 111-3 1 SEE NOTE 6 R Y 1220 mm 4' . 1 15 mm MIN EXISTING ROULADE TOP OF EDGE RAMP % MA ROADWAY 5% X .33% MAX A2-0 CURB AND GUTTER SECTION A-A USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-B SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE. R Y 1220 mm 4' ROUNDED TOP OF EXISTING EDGE RAMP/ N DEPRESS BACK OF WALK ROADWAY 5`X rSEE DETAIL A, B. C OR D, f 2% AX SHEET 10. A2-0 CURB AND GUTTEh' SECTION B-B SEE NC EXISTING ROADWAY DEPRESS BACK OF WALK SEE DETAIL A, B, C OR D, / SHEET 10. _K 111-3 SECTION C-C SECTION R-R , nD 1F SECTION S-S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 1220 mm (4') 915 mm MIN Z.D~ GRADE BREAK ~x T m CURB GUTTER I X.DOWN~ X.UP CURB FACE SLOPE, S 22 mm (4!) TYPICAL CURB RAMP I~►X-.D-OWN {I Ir X.UP BACK OF WALKI I I _I S GUTTER SECTION T-T FLOW LINE SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL - TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2% 0.806 -1.316 3% 0.735 1.563 47 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: KZOWN - 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS a v CURB RA MP .1 LH 1 ~ x 3 3 3 ~ J w 3 WPJ a! U RIVEWAY EXP JT BCRI" EXP JT ABBREVIATIONS: WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN WPJ NOTES: WPJ 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE WPJ BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND UTILITY POLES LOCATED IN SIDEWALK AREAS. TREE WELL WPJ WPJ 2 WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR ' UTILI POLE ) IN WALKS AND INTERVALS NOT EXCEEDING 3000 mm (10 l1 6000 mm (20') IN GUTTERS. JOINTS IN CURB AND WALK \EXP JT SHALL BE ALIGNED. WPJ 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK. EXP JT E EXP JT ~ ~-PROPERTY LINE ~ ¢ ¢ w ~t1F ~ ~ 3 S X 0 CURB RAMP w U m 3 n. x w STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION I STANDARD PLAN CURB AND SIDEWALK JOINTS METRIC CflFFTIBOOK t?AIMITIEE 112-1 i0{ mv. I'm .,,r,.,r,,.,.n.,c rno oiiai ,r wnawc rnNSTRl1CT10N SHEET 1 OF 1 • i I 0 N. , WALK OR FILL-IN REPLACEMENT PFOR ROPERTY EXCAVATIONS MADE PARALLEL TO CURB WALK LESS THAN 1500 mm (5') WIDE .n'.ICIJT TO PROPERTY LINE W1m mGE SAWCUT IF SCOftJJ - EARTN OR CONCRETE FlLL-IN WA ~I~ THAN WALK (3G- -LACE 750 mm (30') MIN 1 WALK ADJACENT TO CURB WALK ADJACENT TO CURB W ~soo mm GAVATIO M REDUCE 750 mm (SG•) MIN i5 LE55 THAN AVATIO EPLACE WALK WDER SAWCUT ff LESS THAN 750 mm (3G- 15IfG mm IN ITS CURB REFI.ACE ENTIRE WA44 (5) WIDE G ENTIRETY cu ER CUTTER FILL-IN 1500 mm (5') WIDE OR WIDER FlLL-IN LESS THAN 7500 mm (5') WIDE PL PL WALK WAU( SAWCUT IF SCdTIOU SAWCUT IF SCORELINE ~'-~6•I SAWCU R I.Ess LP ENTIRE FILL- IN(J0ry LESS MAN CAVATIO IN EPLACE FlLL-IN CAVATIO REPLACE 750 mm OW) MM (5') W10E ENTIRETY GUTTER CURB GUTTER WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB OR PROPERTY LINE (THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS) W750 IF AN EXCAVATION FALLS WITHIN 750 mm (30") OF AN EXPANSION JOIN BE CONSTRUCTION JOINT, WEAKE14ED PLANE JOINT, OR EDGE, THE CONCRETE SHALL N. REMOVED AND REPLACED TO THE JOINT OR EDGE. IF AN EXCAVATION FALLS WITHIN 300 mm (12") OF A SCDREUNE, THE CdJCRETE SHALL BE REMOVED AND REPLACED TO THE BCORELINE. THE SCORELINE SHALL BE SAWCUT PRIOR TO REMVAL. THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 750 mm (30"). SHALL CoNs NOTES WALK, DRIVEWAYS MUL-IN NEATL 7. AWED EDGES. LL CUTSASHALL BE PARALLEL TO OR PER TO THE~URB:ON CURVES, THE LACEDT STHOALL BE Y RADIAL TO THE CURB. 2 DRIVEWAY APRONS IN WHICH THE "W DISTANCE IS LESS THAN 330D mm (11') SHALL BE REPLACED IN THEIR ENTIRETY THE IF OUT M ANY AREA 3. DRIVEWAY APRONS IN WHICH THE 'W' DISTANCE IS 3300 mm (11') OR MORE MAY BE UT WITHIN THE "W SECTION. MINIM EPL( CEMENT SHALL BE 750 mm (30") N LENGTH. THE MINIMUM DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL 0 APRONS 4 R PLACEMENT SHALL WHICH ETHE NTIRE X ISTAR EIS 3300 mm OR MORE MAY BE UT N THE X . OR R SECTION. (11' DRIVEWAY BE THE OR SECTION, 5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF THE WALK, EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK 6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB. 7. REPLACEMENT OF THE X OR R SECTION SHALL MATCH EXISTING CONSTRUCTION. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION • PRGM11LCAiFD % CE 3- P11911C WORKS STAMGARII✓a5 MG SIDEWALK & DRIVEWAY REPLACEMENT -E= P'kWITILY 190. u . loge r Im PFCIFICATONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF WALK 1500 mm (5') WIDE OR WIDER STREET SLOPE LESS THAN 4% TRANS17ION a FLOW v FLOW UNE a w SIR OR UNE jLIj4 STR GR u ~--FLOW _ ~ 459 mm (6) I 9 m 4500 mm (157 I mmt 1200 mm 25 mm (15) G 500 nun 60 ~j (s) TYP ( NORMAL ff PROPERTY LINE 8 ECR 5) m Em in °w WNLS 50 mm (27 tip ~o~ m Fo E<~ UTTER GUTTER (2 0 E am FOUR EOUALLY o~ r "WELS FOR CONTACT ° XP 'IT W EXP J JOINTS-SEE NOTE 4 TYPICAL CROSS GUTTER PLAN STREET SLOPE LESS THAN 4% LONGITUDINAL GUTTER STREET SLOPE 4% OR GREATER STREET CENTERLINE a FLOW LINE CURB NORMAL CF MINUS 50 mm (2') GUTTER nun LM 200 (B') SECTION A-A ------t---- I I ECR ECR PROPERTY PRC LINE LINE TYPICAL CROSS GUTTER PLAN STREET SLOPE MORE THAN 4% 900 mm CURB E ~ n " E (2') IEVEL ' IC SECTION B-B SECTION C-C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRgNl X4 a ra STANM.A , PLAN P~°~ n"m~="` CROSS AND LONGITUDINAL GUTTERS 122-1 fvie Rfl . USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET 1 OF 2 SECTION D-D i ~t 1 I i f I 3 I~ I~ p co a m U U O U - CONCRETE CURB I~ AND GUTTER I II I 25 mm D mm DO mm 25 mm (1 (3) (3~) rE p E E E F • 1 0 1 . O V H 100 mm 100 mm (4) SIX EQUALLY SPACED PCC DOWELS FOR CONTACT JOINTS SECTION A-A SECTION B-B DETAIL A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROINlGA=B1'Tff T NOMOS NG CROSS GUTTER AT ST~METTRRICPS wBUC WORKS S I A `""FEND" 3°"""m T INTERSECTIONS 123-1 REY . USE WITH STANDARD SPECIFlCATONS FOR PUBLIC WORKS CONSIRUCRON SHEET 1 OF 2 6~ ~T1 CONCRETTE CURB AND G I mll I I III I I I ~ I 900 3mm I / I R16G ---FLOW £~90TS mm \ WEAKENED PLANE ~I I OR CONTACT JOINT A I I PLAN I I SEE DETAIL A--""t I CONCRETE CURB .AND GUTTER E 'fl0 O A + 15 mm (0.05') ~ °o v r MINIMUM E I / A + 45 mm (0.15') I EL A FL~ MINIMUM E n I \ E FF am A+15 mm (0.05') 0 N MINIMUM 1500 mm CONCRETE CURB /r") AND GUTTER - Product Data Sheet Fulton 8.2003 - Identification no. C3T0 ' Slkadur AnchorFlx-1 Sikadurl Modified-acry adhesive lic anchoring . . dhesive. onent solvent- and styrene-bse, modiflad-acMt° anchoring a comD Deserlptlon stems. slkadur Anchcri la-t is'a two- Nreaded rods: boll and spedal ras:enin0 sY adhesNe far all 9radee of reban, Where to use As a fast-curlnp enchonng base materials. nnate and masonry Install is co • Law censlUvity to mlxln9 anon. Advantage` • Fasladn0 a a[yrene-frae, solvent-hoe a Lew od°c a Low --in- od quality aulkNO Dun ar sausage gun. ensetllmded with a smpdard, 04 Ready ass rtam ' . • Can be dlsp ey in arMdon ent xga0•Ible'arbidg• Pankadlnci 650 ml) two-wmpan 10 It Iapo mn br 20 fl oz (to g.oL) w neueaga Dun I20 ft.°i). -d oua d cauikln0 our l _ 3 mht 2511 7 min. 50 I 'in 150 °F t; Poseb a with pmlooged_ contact ' WYX{p,(fr: posslbla'sanal0za0onlallergic reacUOn an: Mwa to trash att•,_In6aadam If . " caution Smn; wash who svaP and vntar;,lMZlaU mms'Paraist. Eyes: Wince for 16 minutes; a phjslGan ImmsdlazaN with zh wse! If symp - First Aid swallowed, do not Induce wml&+g contact . Vsntllala area, Collect with absorbdnt r aterlaL wear proper.penenal P(etecUVe equipment Clspase dk. ate and tadsnl environmental regulations. aid tllrsct Sp1il or Leak . a¢ardenos with loaf, st assistant Iijoysd/go08leelGotnin0) I Prav meet(chacdcal it Storage Awid 11 contzd wear Pmtaabve c4atp spar use. Use adaquata veadjatlon. and adequate hands Handlin,9 lothtnQ roved WPirafor- Wet 'w epntaet with skin anti eyee- doom and wlndewcma add-In, an, KIDS?' app s'di'llon la m a e abk, open after use. 'fi r ` .:`gg tadk~ uaelt Adid?-3"s, l~lAmffl, :'d{:YtTd{}l Gdting If& ..r~;.~~ liiel,'uriopeliadPadmif*~f E.¢eF:cond~T,+.v1it4: I ac acx4'outdi' reeL'st~t' It~PrC 1 ;y;ag8b+ti3ttiaa :an-p.t!1~27`~ dl- .1 , CompdFlefits'A'9,6~ ~Qylr~h~~9 cb~jr Dnent't§a"IO:t by volume .platto ComPoneM'A':Cdinp. - +9 mlzed: nort-sag, cxs'my Pest's Curn Gons{a-neY Substrdte and ambler(: 14'-B6°F F A~pflc2HortTemParaturas lied) 2.75 lbs./gel. (0.33 kg(Q DensitY Load Capacitles Threaded Rod based on a minim salty .aa® sea wTm, 1 Allowable loads are f °~0u W4 we a l P•d factor of 3. Higherfactors o safety nandlobsIts w. pu w aw w+ ranted depending an actbel app lice ccndttlons. tebasematdafihicknsss must ' se ,n. «m' ,,«s +as 21ML~Imumcone ,a ! be 1.5 limas the anchor embedment dep9t. non -+-w icio 3~Altswable load.of adhesive aFlChgr must bathe ~.w ,ors m- lesser of bond or steel strength. Was R N -no s,es a. s,os a* "For lnfarmapon on the spools of Wfom-ao'-pigaess iw e"ss r~ 'Frig a Distance onadhsatvesnchor pe(tgrm "o, contact elks's Tacnnlcal Service DepaamenL a uu >m ~ r sb+a a~ um lY Fa «u ~ a.im mm i X X X C? . ~l z D m r n D a a ~ N y m_ z7 a D a X z x X D G r-y - x F° A G N y a. oa N D -n w0 oov~+~cx•o m'~D c GSM S. El Rmid3 D ar'Mvm3' 3 m'c H.c c --m. M - mm,'p m'o o o&i X -n .mom=m m °m 4-r N m o 3.3: v_tn= C]6 ODa 3 mN2TRr Nwo~ vm°c3 ;,o w m 'O .p -Do o . ~ >>~~;m~m1 m > > a 3 0 N> V A M _0> W» (l1 C a S~- O m AAwm m m m m ~J W>~ m C m J Op~N ~N tNii N Omm . o WO y-. W 'O m l .Q co J./ NUm Nov_~. (ten (~11 CD m ~ ~ m N - 2J O m z m 0E D Z m ~ m °N D D D D D D D D➢ D D D D m. mm~nrnmmmmmmmw -oa m D m mc~ooo~popQpQ ~ ° rn ~ OIU ~inJ>UWUUW-' N 11' m OIL W J(JIUA OmmJ J ~ r N N VI O m 0 W J O O N P O tOONN ONO ~ z W O z m r r I 4_ APWA STANDARD PLANS ' 1220 mm 4') 915 mm 3') MIN i . A 1220 mm 4' ' TRANSITION 915 mm ) MIN 3 4:1 MIN x i z Y J 9m 15 m ' a NOTE B n Y 3 ) IN (3 N07E 2 m - - a a 8.33 _MAX CURB X X CURB FACE 1220 mm ~x (4) TYPE 1 AOR B 1220 mm (4' mm MIN R z . z R I < GRADE BREAK r NOTE 8 a 3 3 NOTE 2 m y v P.SC x'F; tsn ¢tt?:! B 3 w Q p a a . iY1 ii ~e[E iai t:: ~ s: MAX X CURB CURB FA CE xt " 4 4 1 AOR8 SEE FIGURE 1 TYPE 2 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND o PL" • MRIc PI~RKS 5T,V0ARM V!G PUBl1C CURB RAMP 111-3 (RE&IBO 19 LOM1Y19FE vvx rnPaFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF 1 Y E E r 'R-v 'lot 3 Y PLANTING a AREA CURB CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 BCR P~ ti 27 MAX A 4' RADE BREAK 3 MI ZNOTE B ~yL p1 VJ 2% MAX TYPE 3 GRADE BRE AK 1220 mm 4' 3 Ev E E 975 mm 3 MIN NOTE 8 BCR U U a NVy N im 3 1 NOTE 2 a PLANTING AREA ; c 8-2) R) ? ~ h CUR CURB FACE P~k, WHERE PLANTING AREA IS TYPE 4 ADJACENT TO THE CUR B RAMP, USE CASE A, TYPE 6 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMMDCPLAN 111-3 CURB RAMP SHEET 2 OF 10 A OR B 1220 mm 4' 915 mm 3 R MIN e ' NOTE 2 8.339. y~l x 3,33% l it I N Q I Q N 3 w NOTE PLANTING AREA i~< i CURB CURB FACE 0 < 4) AORB SEE FIGURE 1 P 1220 mm 4' 915 mm 3 MI PCC WALK 1220 mm 4 R 915 mm (3') MIN r- NOTE 2 ~N PLANTING AREA CURB CURB FACE IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE, USE °X" PER TABLE 2 FOR THAT FLARE CASE A STAN%TR111CP71 . 0 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111_3 CURB RAMS SHEET 3 OF _ PARKWAY FADE BREAK X N PLANTING AREA TYPE 5 w 29. < b1 AX z 5 a / TYPE 6 r ~ 1 i NOT 33 R as CURB/ CURB FAC c~N TYPE 1 ~yE MAT(( NOTE o/ Y 3 3 Y f~ a v NOTE a CURB' CURB FACE C z-x z-x 975 mm r rrTw1 G TYPE 2 CASE 8 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 111-3 SKEW ANGLE a=4 OFFSET b=0 UNLESS OTHERWI`. NOTED ON PLANS 2 CASE C Z E E N SEE DETAIL OTE 8 A, B, C. OR D . N A 8.33 A TYPE 1 3 NOTE 2 = 5% MAX Y a PLANTING (3') MIN ' a- AREA REGRADE ) X=1220 mm (4 Y IF ADJACENT TO CURB PLANTING AREA, OTHEWISE SEE TABLE 1 CURB FACE Y z 91 (3') MIN a I SEE DETAIL A, B. C OR D v E A E E A E °i 3 Nr< NOTE 8 6F-MAX K U Q U ~ NOTE 2 , CUR TYP E 2 . CURB FACE CASE D • STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLA MIC 111-- 3 CURB RAMP sHmT 5 OF, A MA RADE BREAK f~ t: 1220 mm (4') 915 mm (3') MIN x E 0 E N d; Q MARKED' < A ORB LESS AMAX- CROSSWALK °U S L I xI 1220 mm (4 x y 3 + 915 mm (3M b\ Y N PLANTING _ AREA - = TYPE 1 NOTE 2 CURB A R j NOTE 8 CURB FACE jl* X=1220 mm 4' 1220 mm X WHEN ADJACENT (4') TO PLANTING AREA x ~ M D MARKED CROSSWALK S NOTE 2 Y X J a 3 ~ 3 ~ z ~ V N CURB' CURB FACE E U, E~ 0 N a MARKED 59 MAX CROSSWALK GRADE BREAK X x 1220 mm NOTE B TYPE 2 ~J ix CASE E \ MARKED CROSSWALK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ARDOPUN STAND ill -3 CURB RAMP 1 SHEET 6 OF 10 i 1 i ~i I PARKWAY SEE NOTE 6 R _,I EXISTING I(\ ROADWAY g9. M 4 t. Y 1220 mm 4' SE~ 15 mm 3 ROUNDE TOP OF EDGE RAMP N `k ~2% MAX g.33% MAX A2-0 CURB AND GUTTER SECTION A-A FIGURE 1 TO DETERMINE CH OF SECTIONS A-A, B-B SEE NOTE 6 PARKWAY C-C IS APPROPRIATE. R EXISTING \ DEPRESS BACK OF WALK ROADWAY = C OR D SEE DETAIL A B 6fq . , . EET 10 . ~ SH CURBAND SECTION B-B SEE NOTE 6 RR ISTING EX ROADWAY ce. \ DEPRESS BACK OF WALK SEE DETAIL A, B. C OR D, SHEET 10. SECTION C-C Z . 1220 mm (4 OF WALK SECTION R-R Z OR LESS 1220 mr IOEPRESS BACK OF WALK • PCC SIDEWALK SECTION S-S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 111-3 PARKWAY WIDTH, m 1.2 1.5 1.8 2.1 2.4 27 .tn .0 0') V E 11 LU U Q CO C>' 2C U 22 J Q 25C D 27; Z 300 OR NORMAL CURB FACE, mm (INCHES) X. mm (FT) SECTION Y-Y Y, mm (FT) 50 (2") 1200 (4.00') MIN 790 (2.63') 75 (3") 1200 (4.00') MIN 1185 (3.95') 100 (4") 1200 (4.00') 1580 (5.26') 125 (5") 1500 (5.00') 1975 (6.58') 150 (6") 1800 (6.00') 2370 (7.90') 175 (7") 2100 (7.00') 2765 (9.21') 200 (8") 2400 (8.00') 3160 (10.53') 225 (9") 2700 (9.00') 3555 (11.84') 250 (10") 3000 (10.00') 3950 (13.16') 275 (11") 3300 (11.00') 4340 (14.47') 300 (12") 3600 (12.00') 4735 (15.79') SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE I - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.3337 Y = CF / (8. 3337 - 27 WALK CROSS SLOPE) WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z DIMENSION AS FOLLOWS: W = PARKWAY WIDTH L = LANDING WIDTH, 1220 mm (4') TYP, 915 mm (3') MIN Z = [(Y+L)-W] x 0.760 IF (Y+L) < W. THEN Z = 0 TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT THE CURB FACE. IF L IS 1220 mm (4') OR MORE, X MAY BE MULTIPUED BY 0.833 FOR A MAXIMUM FLARE SLOPE OF 107 AT THE CURB FACE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP 111-3 FIGURE 1 - SECTION USAGE i 4 ti i 1220 mm mm Z.D~ BREAK UuKrr GUTTER CURB FACE SLOPE, S TYPICAL CURB RAMP BACK OF WALKi I I_ S GUTTER SECTION T-T FLOW LINE SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z. UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 _ 2% 0.806 . 1.316 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND MtR ic' 111-3 3 CURB RAMP SHEET 9 OF 10 305 mm 12" 19 mm 3 4") 6 mm !I 6 mm (1/4") (1/4") GROOVING DETAIL CONSTRUCT FENCE OR PER CONTRACT PLANS Ito 1 PAVED SURFACE iRFACE RETAINING CURB 1 DETAIL B GRADED SLOPE 2:1 MAX -{UNPAVED SURFACE / DETAIL C GENERAL NOTES: o ~ 0 0 O O OO O E 23 mm OO OO OO 0.90 n SINGLE o O OO PATTERN O "TRUNCATED DOME" DETECTABLE WARNING DETAIL RETAINING CURBS VQ~mm UNPAVED SURFACE DETAIL D 1. CONCRETE SHALL BE CLASS 31G-C-17 (520-C-2500) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 100 mm (4") THICK. 2. THE RAMP SHALL HAVE A 305 mm (12") WIDE BORDER WITH 6 mm (1/4") GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN. 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMQ~RDICPLAN 111-3 CURB RAMP SHEET 1001`10 . V'. • 3 w 3 CURB RAMP x 0.0. aa 3 3 3 ~ w WPJ v DRIVEWAY EXP JT EXP JT BCR' ABBREVIATIONS: WPJ WEAKENED PLANE JOINT BCR BEGINNING 'OF CURB RETURN WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN WPJ NOTES: J 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE WPJ BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND UTILITY POLES LOCATED IN SIDEWALK AREAS. TREE WELL WPJ WPJ 2 WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR ' UTIUTY POLE ) IN WALKS AND INTERVALS NOT EXCEEDING 3000 mm (10 „r ~L 6000 mm (20') IN GUTTERS. JOINTS IN CURB AND WALK ~ EXP JT SHALL BE ALIGNED. WPJ 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK. EXP JT ECR EXP JT ROPERTY LINE WPJ m 0 X m CURB RAMP a x w • STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB AND.SIDEWALK JOINTS 112=1 rammouc muwrnx ae ncv. vne SHEET OF 1 USE N7TH STANDARD SPECIFICATDNS FOR PUBLIC. WORKS CONSTRUCTION 1 WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE PARALLEL TO CURB OR PROPERTY LINE t~ WALK LESS THAN 1500 mm (5') WIDE SAWWT IF BCYIREl - EARTI OR CONCRETE FILL-IN WALK 1500 mm (5') WIDE OR WIDER WALK ADJACENT TO PROPERTY LINE EARTH M CONCRETE FILL-IN 750 mm (30') MIN WALK ADJACENT TO CURB KENT TO CURB W ISOD mm CAVATD REPLACE 750 m_ (30) 55~ WIDE CAVATD REFUGE WALK R M10ER SAWCU IF 1F55 THAN 750 mm cu IN ITS IX31B REPLACE ENTIRE WALK ENTIRE Y GUTTER GUTTER FILL-1N LESS-THAN-1500 mm (5') WIDE PL WALK SAWO.T IF SCORMUNE FlLL-I(N C 1LFESS THAN cCAVATIO EDUCE FILL -IN (5.) WIM 1N rt5 ENIIREIY CUTIER FILL-IN 1500 mm (5') WIDE OR WIDER SAWCUT IF CUTTER 750 men (30') MIN WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB OR PROPERTY LINE (THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS) wALN O IF AN EXCAVATION FALLS WITHIN 750 mm OF AN EXPANSION JOINT, (30') N. SAWCUT JOINT, WEAKENED PLANE JOINT, NT, EDGE, THE CONCRETE SHALL E BE REMOVED BE REMOVED AND REPLACED TO THE JOINT OR EDGE. Flu-IN x (12*) OF A SCORELINE, THE L B EXCAVATION FALLS A E THE LL BE REMOVED AND PLACED TO THE SH cU~ SAWCUT PRIOR TO REMOVAL, THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 750 mm (30'). GUTTER NOTES 1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED I CONNECTION WTH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGE Al_ CUTS HALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB; ON CURVES, THE CUT SHALL BE RADIAL TO THE CURB. 2. DRIVEWAY APRONS IN WHICH THE 'W' DISTANCE IS LESS THAN 33DO mm (11') SHALL BE REPLACED IN THEIR ENTIRETY IF OUT I ANY AREA 3. MDRIVEWAY APRONS IN INIMUM REPLACEMENT SHALL BE 750 mm (0") IS 3300 mm LENGTH. (THE MINIMUM S DISMAY BE TANCE a ALLOWED BETWEEN SUCH SECTION. HALL BE 4200 mm (14'). 4. DRIVEWAY APRONS I WHICH THEW DISTANCE IS 3300 mm (11') OR MORE MAY BE CUT IN THE X. OR R SECTION. REPLACEMENT SHALL BE THE ENTIRE X OR R SECTION. 5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF THE WAD(. EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK G. WALK PORTIONS OF DRIVEWAYS HALL BE REPLACED AS HDWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB. 7. REPLACEMENT OF THE X OR R SECTION SHALL MATCH CASTING CONSTRUCTION. I STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION I ~w` 11Y THEE METRIC ( SIDEWALK DRIVEWAY REPLACEMENT I 113-1 I I I • _ STREET SLOPE LESS THAN 49 GUTTER TRANSITION GUTTER TRANSITION nr RIDGE ~ 11 Fl OW ~ 9 Q ~FIOW UNE P; - 1. NORMAL OF MINUS 50 mm f UNE mm TTP Lff 50 mm (21 i • '2UU mm LEVE W( SECTION A-A F5 I EEO EEa¢ 2 GTTER GUTTER (Y) E¢p O O~ W W ~F3 JT IXP J TYPICAL CROSS GUTTER PLAN STREET SLOPE LESS THAN 4% STREET SLOPE 4% OR GREATER STREET CENTERLINE .-[7.OW LINE -FLOW 1 UNEPERTY m~ ECR rEM UNE 7PRO PRO TYPICAL CROSS GUTTER PLAN STREET SLOPE MORE THAN 4% L8 M mm (6') goo mm ~~-M' 2: ITF. g1ftB E 72~ N i-= 10( SECTION B-B SECTION C-C SECTION D-D SPACED CONTACT 5 . STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PUN O~~o sTAN PRtl11R➢AIFD BY 1XE C ~ CROSS AND LONGITUDINAL GUTTERS 122_1 USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET i LONGITUDINAL GUTTER Y ~t WEAKENED PLANE JOINT OR OPTIONAL CONTACT JOINT PER NOTES 1,2, AND 3 PER NOTES 1 RAND;.. r. ~ F 11500 mm (5') TYP WEAKENED PLANE JOINTS 150D mm PER NOTES 1 AND 2 (5') TYP GUTTER TYPICAL JOINT PLAN 'NT NEEDED WHEN = 14 m (46') OR MORE :ROSS GUTTER NOTES: AKENED NTS SHALL PLACED IN 1 GUTTER ATLOCATIONS/SHOWNNONCTHE (TYPICAL JOINT PLAN HERE N. AND 2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 40 rnm 1-1/2") DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 4 HOURS AFTER CONCRETE IS PLACED. 3. DOWELS FOR CONTACT JOINTS SHALL BE #13M BARS 450 mm LONG (#4 BARS 18° LONG). 4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION. 5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 15 mm . (1/2") RADIUS. 6. CONCRETE SHALL.BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. 1 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CROSS AND LONGITUDINAL GUTTERS AN MDR CPLAN ST 122-1 SHEET 2 OF 2 0 m t4 K U U O ~ U 25 mm' 900 m E 1100 CONCRETE CURB-----.+ AND GUTTER II I ll / K U W ANOCGU I zT vRB I II'~I UO mm r----Itl I I 5 i E I v*L f I 900 mm I / 1 FL 1 3' / I FLOW £-1909 mm 1^-~~~ 1 LIMB.I I WEAKENED PLANE A I OR CONTACT JOINT PLAN SEE DETAIL A- I I I I-2-5 mm CONCRETE CURB (3~ ( (1") AND GUTTER 00 mm SIX EQUALLY SPACED C DOWELS FOR CONTACT JOINTS SECTION A-A e E I '(oo E I E I 0 0 t2 (0.05') mm (0.15) mm (0.05') CONCRETE CURB AND GUTTER SECTION B-B DETAIL A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION rueueA s sr BYYAF S,NG CROSS GUTTER AT. ~p~•BDOgD23 fL T INTERSECTIONS Rv. t»u SE KITH STANDARD SPECIFICA710N5 FOR PUBLIC WORKS CONSTRUCTIOD 123-1 NOTES: 1. WEAKENED-PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 35 mm (1-1/2°) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED. 2. DOWELS FOR CONTACT JOINTS SHALL BE #13M BARS 450 mm LONG (#4 BARS 18° LONG). 3. ALL EXPOSED CORNERS SHALL BE ROUNDED WITH 15 mm (1/2°) RADIUS. 4. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. b.; t .I