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Special Provisions Route 50, Tuckahoe River Bridge

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Special Provisions Route 50, Tuckahoe River Bridge SPECIAL PROVISIONS ROUTE 50, TUCKAHOE RIVER BRIDGE (2E 3B) FEDERAL PROJECT NO. STP-BR-0005(116) AUTHORIZATION OF CONTRACT The Contract is authorized by the provisions of Title 27 of the Revised Statutes of New Jersey and supplements thereto, and Title 23 of the United States Code - Highways. SPECIFICATIONS TO BE USED The 2007 Standard Specifications for Road and Bridge Construction, of the New Jersey Department of Transportation as amended herein will govern the construction of this Project and the execution of the Contract. These Special Provisions consist of the following: Pages 1 to 12 inclusive. General wage determinations issued under Davis-Bacon and related acts, published by US Department of Labor, may be obtained from the Web Determinations online web site at http://www.wdol.gov/dba.aspx#0 Select state, county and construction type heading: HIGHWAY where the Project is to be performed then click Search. Pay the prevailing wage rates determined by the United States Secretary of Labor and the New Jersey Department of Labor. If the prevailing wage rate prescribed for any craft by the United States Secretary of Labor is not the same as the prevailing wage rate prescribed for that craft by the New Jersey Department of Labor, pay the higher rate. State wage rates may be obtained from the New Jersey Department of Labor & Workforce Development (Telephone: 609-292-2259) or by accessing the Department of Labor & Workforce Development’s web site at http://lwd.dol.state.nj.us/labor/wagehour/wagehour_index.html . The State wage rates in effect at the time of award are part of this Contract, pursuant to Chapter 150, Laws of 1963 (NJSA 34:11-56.25, et seq.). If an employee of the Contractor or subcontractor has been paid a rate of wages less than the prevailing wage, the Department may suspend the Work, and declare the Contractor in default. The following FHWA funded project Attachments that are located at the end of these Special Provisions:" 1. Required Contract Provisions, Federal-Aid Construction Contracts (Form FHWA-1273). 2. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246). 3. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246). 4. State of New Jersey Equal Employment Opportunity for Contracts Funded by FHWA. 5. Disadvantaged Business Enterprise Utilization Attachment, FHWA Funded Contracts 5(A) The Incentive Program, Disadvantaged Business Enterprise Utilization Attachment for FHWA Funded Contracts. 6. Equal Employment Opportunity Special Provisions. 7. Special Contract Provisions for Investigating, Reporting, and Resolving Employment Discrimination and Sexual Harassment Complaints. ROUTE 50, TUCKAHOE RIVER BRIDGE (2E 3B) FEDERAL PROJECT NO. STP-BR-0005(116) Page 1 of 123 DIVISION 100 – GENERAL PROVISIONS SECTION 101 – GENERAL INFORMATION 101.03 TERMS THE FOLLOWING TERMS ARE CHANGED. pavement structure. The combination of pavement, base courses, and when specified, a subbase course, placed on a subgrade to support the traffic load and distribute it to the roadbed (see Figure 101-1). These various courses are defined as follows: 1. pavement. One or more layers of specified material of designed thickness at the top of the pavement structure. 2. base course. One or more layers of specified material of designed thickness placed on the subgrade or subbase. 3. subbase. One or more layers of specified material of designed thickness placed on the subgrade. 101.04 INQUIRIES REGARDING THE PROJECT 1. Before Award of Contract. THE FIRST PARAGRAPH IS CHANGED TO: Submit inquiries and/or view other questions/answers by following the format prescribed on the project’s electronic bidding web page. THE SECOND PARAGRAPH IS CHANGED TO: The deadline for submitting inquiries is 12:00 noon, 7 days before the opening of bids. 2. After Award of Contract. South Region Mr. Emerson E Misner, Regional Construction Engineer One Executive Suite Route 70 West Cherry Hill, NJ 08002-4106 Telephone: 856-486-6615 SECTION 102 – BIDDING REQUIREMENTS AND CONDITIONS 102.02 BIDDER REGISTRATION AND DOWNLOADING OF THE PROPOSAL DOCUMENTS THE LAST SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO: The Bidder shall not alter or in any way change the software. 102.03 REVISIONS BEFORE SUBMITTING A BID THE SECOND PARAGRAPH IS CHANGED TO: The Bidder shall acknowledge all addenda posted through the Department’s website. The addenda acknowledgement folder is included in the Department’s electronic bidding file. The Department has the right to reject the bid if the Bidder has not acknowledged all addenda posted. 102.04 EXAMINATION OF CONTRACT AND PROJECT LIMITS THE FOLLOWING IS ADDED AFTER THE SECOND PARAGRAPH: ROUTE 50, TUCKAHOE RIVER BRIDGE (2E 3B) FEDERAL PROJECT NO. STP-BR-0005(116) Page 2 of 123 The structures and the location(s) of lead paint, if any, are listed in the Special Provisions. The following is a list of structures and the location(s) of lead paint: Structure #/Location Lead Paint Location(s) #0510-152/Route 50 over the Tuckahoe River between All painted existing steel Upper Township and Corbin City ROUTE 50, TUCKAHOE RIVER BRIDGE (2E 3B) FEDERAL PROJECT NO. STP-BR-0005(116) Page 3 of 123 NEW JERSEY DEPARTMENT OF TRANSPORTATION PAVEMENT CORE RECORD PROJECT/ROUTE & SECTION: Route 50 - Replacement of the Tuckahoe River Bridge and Reconstruction of Route 50 MP 6.12-MP 7.50 DRILLER: Steve Kellenbenz INSPECTOR: Danny Gomez COUNTY/TOWNSHIP: Upper Twp, Cape May Co. and Corbin City, Atlantic Co. DATE STARTED: _____01/07/2010___ DATE COMPLETED: _____01/07/2010_____ CORE NUMBER 1 2 3 4 5 ROUTE 50 50 50 50 50 DIRECTION N S N S N (N, E, S, W) MILE POST 79+64 84+21 88+78 93+36 97+97 (MP or Station ) LANE NO. 1 1 1 1 (Left to Right) SHOULDER Outside (Inside or Outside) CORE DIAMETER 4 4 4 4 4 (Inches) TOTAL CORE DEPTH 5.25 11.25 6.00 5.75 11.25 (Inches) 0"-3.75": 0" -6": SD w/ Stabilized Fn GVL & 0"-6": Fn GVL 0"-6": SD w/ 0"-6": Fn Base Silt CORE DRILLED TO (SE) w/ SD Fn GVL & GVL (SE) w/ 3.75"-27.75": 6"-18": Fn (SE) Silt SD (SE) Fn GVL & SD GVL & SD w/ w/ Silt Silt 18" -24": SD SURFACE TYPE AC AC AC AC AC (AC/PC) AC THICKNESS 5.25 3.25 6.00 5.75 3.75 (Inches) PC THICKNESS 8.00 7.50 (Inches) * Lane 1 is the left lane in the direction of travel. The pavement information shown herein was obtained for State design and estimate purposes. It is made available to the authorized users only that they may have access to the same information available to the State. It is presented in good faith, but is not intended as a substitute for investigations, interpretation or judgment of such authorized users. ROUTE 50, TUCKAHOE RIVER BRIDGE (2E 3B) FEDERAL PROJECT NO. STP-BR-0005(116) Page 4 of 123 NEW JERSEY DEPARTMENT OF TRANSPORTATION PAVEMENT CORE RECORD PROJECT/ROUTE & SECTION: Route 50 - Replacement of the Tuckahoe River Bridge and Reconstruction of Route 50 MP 6.12-MP 7.50 DRILLER: Steve Kellenbenz INSPECTOR: Danny Gomez COUNTY/TOWNSHIP: Upper Twp, Cape May Co. and Corbin City, Atlantic Co. DATE STARTED: _____01/07/2010___ DATE COMPLETED: _____01/07/2010_____ CORE NUMBER 6 7 8 9 10 ROUTE 50 50 50 50 50 DIRECTION S N S N S (N, E, S, W) MILE POST 102+58 107+60 111+82 116+43 121+04 (MP or Station ) LANE NO. 1 1 1 (Left to Right) SHOULDER Outside Outside (Inside or Outside) CORE DIAMETER 4 4 4 4 4 (Inches) TOTAL CORE DEPTH 3.75 10.50 2.00 4.50 3.25 (Inches) 0" -6": Fn GVL 0" -3": (SE) w/ SD Stabilized 0"-6": SD w/ (SE) Base Fn GVL, Silt CORE DRILLED TO 6"-12": Fn PCC 3"-27": Fn PCC & Clay GVL (SE) w/ GVL & SD w/ SD (SE) & Silt Silt 12" -24": Fn SURFACE TYPE AC AC AC AC AC (AC/PC) AC THICKNESS 3.75 1.75 2.00 4.50 3.25 (Inches) PC THICKNESS 8.75 Unknown Unknown (Inches) * Lane 1 is the left lane in the direction of travel. The pavement information shown herein was obtained for State design and estimate purposes. It is made available to the authorized users only that they may have access to the same information available to the State. It is presented in good faith, but is not intended as a substitute for investigations, interpretation or judgment of such authorized users. ROUTE 50, TUCKAHOE RIVER BRIDGE (2E 3B) FEDERAL PROJECT NO. STP-BR-0005(116) Page 5 of 123 NEW JERSEY DEPARTMENT OF TRANSPORTATION PAVEMENT CORE RECORD PROJECT/ROUTE & SECTION: Route 50 - Replacement of the Tuckahoe River Bridge and Reconstruction of Route 50 MP 6.12-MP 7.50 DRILLER: Steve Kellenbenz INSPECTOR: Danny Gomez COUNTY/TOWNSHIP: Upper Twp, Cape May Co. and Corbin City, Atlantic Co. DATE STARTED: _____01/07/2010___ DATE COMPLETED: _____01/07/2010_____ CORE NUMBER 11 12 ROUTE 50 50 DIRECTION N S (N, E, S, W) MILE POST 121+04 130+87 (MP or Station ) LANE NO. (Left to Right) SHOULDER Outside Outside (Inside or Outside) CORE DIAMETER 4 4 (Inches) TOTAL CORE DEPTH 5.25 11.50 (Inches) 0"-24": Fn 0"-24": Fn CORE DRILLED TO GVL & SD w/ GVL (SE) & Silt SD w/ Silt SURFACE TYPE AC AC (AC/PC) AC THICKNESS 5.25 11.50 (Inches) PC THICKNESS (Inches) * Lane 1 is the left lane in the direction of travel. The pavement information shown herein was obtained for State design and estimate purposes. It is made available to the authorized users only that they may have access to the same information available to the State.
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