CECIL COUNTY, MARYLAND. ADDENDUM #3 Bid 18-14: Bohemia Church Road Culvert Replacements XCE1073, XCE1074 & XCE1075

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Office of the County Executive Alan J. McCarthy County Executive Department of Finance Purchasing Division Ken Jackson Purchasing/Fleet/Leasing Mgr. Alfred C. Wein, Jr.

1 Office of the County Executive Alan J. McCarthy County Executive Department of Finance Purchasing Division Ken Jackson Purchasing/Fleet/Leasing Mgr. Alfred C. Wein, Jr. Purchasing Office Director of Administration /5396 Office: County Information Fax: Department of Finance Purchasing Division 200 Chesapeake Boulevard, Suite 1400, Elkton, MD ADDENDUM #3 Bid 18-14: s XCE1073, XCE1074 & XCE1075 May 7, This addendum is hereby made part of the Bid/Contract Documents for the referenced proposal. Please note the following changes, corrections, and/or information and include the requirements stated herein as part of this Bid/Contract: - Please review the information in Attachment #1 and make the required corrections to the bid package. 2. Any questions please contact the Purchasing Office at or to dpyle@ccgov.org. Ensure the addendum is annotated within the bid package forms as required. Thank You David E. Pyle, CPPB Purchasing Agent Cecil County, Maryland PURCHASINGOFFICE@CCGOV.ORG

2 CECIL COUNTY DEPARTMENT OF PUBLIC WORKS BOHEMIA CHURCH ROAD CULVERT REPLACEMENTS XCE1073, XCE1074 & XCE1075 ADDENDUM NO. 3 Comment Document Sheet or Page Comment and Response Comment and Response 1 IFB Multiple Comment All material, labor, equipment, tools, and incidentals necessary to complete the work maintenance of traffic will be paid for under 1002 Maintenance of Traffic and the following items have been deleted: Response N/A 1003 Temporary Traffic Signs High Performance Wide Angle Retroflective Sheeting 1004 Type III Barricade with Red Warning Lights for Maintenance of Traffic and 1005 Temporary Precast Barrier 2 IFB Multiple Comment The item description for 4005 has been changed from Aggregate Stream Channel Subgrade Stabilization to Rock Ramp Cobble Stone and Bed Pavement Mix.. In addition, 4005 of Measurement has been changed from Square Yards (SY) to Tons. These changes apply to all three structures (XCE1073, XCE1074, XCE1075). Response N/A 3 IFB Multiple Comment The following items quantities have been adjusted to match plan quantities for all three structures (XCE1073, XCE1074, XCE1075): 4006 Class I Riprap for Slope and Channel Protection 4007 Class II Riprap for Slope and Channel Protection Response N/A 4 IFB P-6 Comment The following items have been added to the proposal form for structure XCE1074: 7005 Type D Soil Stabilization Matting 7006 Live Stakes Response N/A Bid Page-1

3 PROPOSAL Made this day of, 20 by (Company Name) Contact Person: Business Address: Payment Remittance Address Business Phone : Business FAX : Address: Cell-phone No : The bidder declares that the only person, firm, or corporation, or persons, firms, or corporations, that has or have any interest in this proposal or in the Contract or Contracts proposed to be taken is or are the undersigned; that this proposal is made without any connection or collusion with any person, firm, or corporation making a proposal for the same work; that the attached specifications have been carefully examined and are understood; that as careful an examination has been made as is necessary to become informed as to the character and extent of the work required; and that it is proposed and agreed, if the proposal is accepted to contract with Cecil County, Maryland, in the form of Contract heretofore attached, to do the required work in the manner set forth in the specifications. The bid price on the attached and signed Proposal Forms is to include and cover the furnishing of all equipment, materials, and labor requisite and proper and the providing of all necessary machinery, tools, apparatus, and means for performing the work, and described, and shown in the plans and specifications within the prescribed time. If this proposal shall be accepted by said County and the undersigned shall refuse or neglect within ten days after receiving the Contract for execution to execute the same, and to give stipulated bond, then said County may at their option determine that the bidder has abandoned the Contract; and thereupon the proposal and the acceptance thereof shall be null and void; and the deposit accompanying the proposal shall be forfeited to and become the property of the County. P 1

4 PROPOSAL In the case of firms, the firm s name must be signed and subscribed to by at least one member. In the case of corporations, the corporate name must be signed by some authorized officer or agent thereof, who shall also subscribe his name and office. If practical, the seal of the corporation shall be affixed. I/We identify by number, date and number of pages the following addenda: Date of Pages The names and addresses of all members of a firm or the names, addresses, and titles of every officer of a corporation, as the case may be, must be given here by the member of the firm or by the officer or agent of the corporation who signs the proposal. TOTAL BID AMOUNT The Bid Form lists all anticipated work tasks, the unit of measure and estimated quantities. The bidders shall insert as indicated a unit price or lump sum price for each listed work task, and multiply that price by the quantity to arrive at an extended total for each work task. All extended prices are then summed to arrive at the Total Bid Amount for the project. The bid will be awarded to the bidder that has the lowest total bid price and is responsive and responsible as defined in the bid/contract documents. P 2

5 PROPOSAL PROJECT: s XCE1073, XCE1074, & XCE1075 DATE: Attachment #1 BIDDER: BY: (To be same as in the Proposal Agreement) BUSINESS ADDRESS: TELEPHONE NUMBER: This is to certify that has received Addendum through and this project reflects changes created by the addenda. PROPOSAL FORM: Culvert XCE1073 CULVERT NO. XCE1073 Description 1001 CLEARING & GRUBBING LS 1 $ $ 1002 MAINTENANCE OF TRAFFIC LS 1 $ $ 1003 CONSTRUCTION STAKEOUT LS 1 $ $ 1004 MOBILIZATION LS 1 $ $ 1005 CPM PROJECT SCHEDULE $1, MINIMUM LUMP SUM LS 1 $ $ 2001 REMOVAL OF EXISTING PAVEMENT SY 13 $ $ 3001 SUMP PIT EA 2 $ $ 3002 RIPRAP FOR SEDIMENT CONTROL TON 10 $ $ 3003 SUPER SILT FENCE LF 0 $ $ 4001 MAINTENANCE OF STREAM FLOW LS 1 $ $ INCH X 76 INCH HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE, LF 72 $ $ CLASS HE IV 4003 HEADWALL FOR HORIZONTAL ELLIPTICAL 48 INCH X 76 INCH CONCRETE PIPE EA 2 $ $ 4004 WILDLIFE EXCLUSION RACK LS 1 $ $ 4005 ROCK RAMP COBBLE STONE AND BED PAVEMENT MIX TON 0 $ $ P 3

6 CULVERT NO. XCE1073 Description 4006 CLASS I RIPRAP FOR SLOPE AND TON 115 $ $ 4007 CLASS II RIPRAP FOR SLOPE AND TON 144 $ $ INCH GRADED AGGREGATE BASE COURSE (INSTALLED IN TWO, 6 INCH SY 200 $ $ LIFTS) 5002 HOT MIX ASPHALT SUPERPAVE 12.5MM FOR SURFACE, PG64 22,LEVEL 2 TON 25 $ $ 5003 HOT MIX ASPHALT SUPERPAVE 19.0MM FOR BASE, PG64 22,LEVEL 2 TON 35 $ $ INCH WHITE EPOXY PAVEMENT LF 200 $ $ INCH YELLOW EPOXY PAVEMENT LF 200 $ $ 5006 MILL EXISTING PAVEMENT 0 TO 2 INCHES SY 85 $ $ 6001 TRAFFIC BARRIER W BEAM 8 FOOT POST LF 122 $ $ 6002 REMOVE AND DISPOSE OF EXISTING TRAFFIC BARRIER LF 122 $ $ 7001 PLACING FURNISHED SCREENED TOPSOIL 4 INCH DEPTH SY 250 $ $ 7002 TEMPORARY SEEDING SY 580 $ $ 7003 TEMPORARY MULCHING SY 580 $ $ 7004 TURFGRASS ESTABLISHMENT SY 250 $ $ Culvert XCE1073 Subtotal Bid Amount ( A ): Subtotal Bid Amount ( A ): $ P 4

7 PROPOSAL PROJECT: s XCE1073, XCE1074, & XCE1075 DATE: BIDDER: BY: (To be same as in the Proposal Agreement) BUSINESS ADDRESS: TELEPHONE NUMBER: This is to certify that has received Addendum through and this project reflects changes created by the addenda. PROPOSAL FORM: Culvert XCE1074 CULVERT NO. XCE1074 Description 1001 CLEARING & GRUBBING LS 1 $ $ 1002 MAINTENANCE OF TRAFFIC LS 1 $ $ 1003 CONSTRUCTION STAKEOUT LS 1 $ $ 1004 MOBILIZATION LS 1 $ $ 1005 CPM PROJECT SCHEDULE $1, MINIMUM LUMP SUM LS 1 $ $ 2001 REMOVAL OF EXISTING PAVEMENT SY 11 $ $ 3001 SUMP PIT EA 4 $ $ 3002 RIPRAP FOR SEDIMENT CONTROL TON 10 $ $ 3003 SUPER SILT FENCE LF 217 $ $ 4001 MAINTENANCE OF STREAM FLOW LS 1 $ $ INCH X 76 INCH HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE, LF 64 $ $ CLASS HE IV 4003 HEADWALL FOR HORIZONTAL ELLIPTICAL 48 INCH X 76 INCH CONCRETE PIPE EA 2 $ $ 4004 WILDLIFE EXCLUSION RACK LS 1 $ $ 4005 ROCK RAMP COBBLE STONE AND BED PAVEMENT MIX TON 75 $ $ P 5

8 CULVERT NO. XCE1074 Description 4006 CLASS I RIPRAP FOR SLOPE AND TON 103 $ $ 4007 CLASS II RIPRAP FOR SLOPE AND TON 199 $ $ INCH GRADED AGGREGATE BASE COURSE (INSTALLED IN TWO, 6 INCH SY 200 $ $ LIFTS) 5002 HOT MIX ASPHALT SUPERPAVE 12.5MM FOR SURFACE, PG64 22,LEVEL 2 TON 25 $ $ 5003 HOT MIX ASPHALT SUPERPAVE 19.0MM FOR BASE, PG64 22,LEVEL 2 TON 35 $ $ INCH WHITE EPOXY PAVEMENT LF 175 $ $ INCH YELLOW EPOXY PAVEMENT LF 175 $ $ 5006 MILL EXISTING PAVEMENT 0 TO 2 INCHES SY 70 $ $ 6001 TRAFFIC BARRIER W BEAM 8 FOOT POST LF 131 $ $ 6002 REMOVE AND DISPOSE OF EXISTING TRAFFIC BARRIER LF 131 $ $ 7001 PLACING FURNISHED SCREENED TOPSOIL 4 INCH DEPTH SY 350 $ $ 7002 TEMPORARY SEEDING SY 760 $ $ 7003 TEMPORARY MULCHING SY 760 $ $ 7004 TURFGRASS ESTABLISHMENT SY 350 $ $ 7005 Type D Soil Stabilization Matting SY 100 $ $ 7006 Live Stakes EA 65 $ $ Culvert XCE1074 Subtotal Bid Amount ( B ): Subtotal Bid Amount ( B ): $ P 6

9 PROPOSAL PROJECT: s XCE1073, XCE1074, & XCE1075 DATE: BIDDER: BY: (To be same as in the Proposal Agreement) BUSINESS ADDRESS: TELEPHONE NUMBER: This is to certify that has received Addendum through and this project reflects changes created by the addenda. PROPOSAL FORM: Culvert XCE1075 CULVERT NO. XCE1075 Description 1001 CLEARING & GRUBBING LS 1 $ $ 1002 MAINTENANCE OF TRAFFIC LS 1 $ $ 1003 CONSTRUCTION STAKEOUT LS 1 $ $ 1004 MOBILIZATION LS 1 $ $ 1005 CPM PROJECT SCHEDULE $1, MINIMUM LUMP SUM LS 1 $ $ 2001 REMOVAL OF EXISTING PAVEMENT SY 0 $ $ 3001 SUMP PIT EA 2 $ $ 3002 RIPRAP FOR SEDIMENT CONTROL TON 10 $ $ 3003 SUPER SILT FENCE LF 0 $ $ 4001 MAINTENANCE OF STREAM FLOW LS 1 $ $ INCH X 76 INCH HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE, LF 120 $ $ CLASS HE IV 4003 HEADWALL FOR HORIZONTAL ELLIPTICAL 48 INCH X 76 INCH CONCRETE PIPE EA 2 $ $ 4004 WILDLIFE EXCLUSION RACK LS 1 $ $ 4005 ROCK RAMP COBBLE STONE AND BED PAVEMENT MIX TON 0 $ $ P 7

10 CULVERT NO. XCE1075 Description 4006 CLASS I RIPRAP FOR SLOPE AND TON 121 $ $ 4007 CLASS II RIPRAP FOR SLOPE AND TON 191 $ $ INCH GRADED AGGREGATE BASE COURSE (INSTALLED IN TWO, 6 INCH SY 200 $ $ LIFTS) 5002 HOT MIX ASPHALT SUPERPAVE 12.5MM FOR SURFACE, PG64 22,LEVEL 2 TON 25 $ $ 5003 HOT MIX ASPHALT SUPERPAVE 19.0MM FOR BASE, PG64 22,LEVEL 2 TON 35 $ $ INCH WHITE EPOXY PAVEMENT LF 200 $ $ INCH YELLOW EPOXY PAVEMENT LF 200 $ $ 5006 MILL EXISTING PAVEMENT 0 TO 2 INCHES SY 105 $ $ 6001 TRAFFIC BARRIER W BEAM 8 FOOT POST LF 162 $ $ 6002 REMOVE AND DISPOSE OF EXISTING TRAFFIC BARRIER LF 162 $ $ 7001 PLACING FURNISHED SCREENED TOPSOIL 4 INCH DEPTH SY 230 $ $ 7002 TEMPORARY SEEDING SY 670 $ $ 7003 TEMPORARY MULCHING SY 670 $ $ 7004 TURFGRASS ESTABLISHMENT SY 230 $ $ Culvert XCE1075 Subtotal Bid Amount ( C ): Subtotal Bid Amount ( C ): $ XCE1073, XCE1074, & XCE1075 Subtotal Bid Amount ( D = A+B+C ): $ Subtotal Bid Amount ( D = A+B+C ): P 8

11 CONTINGENT BID ITEMS: AASHTO NO. 2 STONE BEDDING ITEM DESCRIPTION UNIT ESTIMATED QUANTITY CONTINGENT BID ITEM: AASHTO NO. 2 STONE BEDDING BID PRICE 4008 CULVERT XCE1073 TON 140 $ $ 4009 CULVERT XCE1074 TON 140 $ $ 4010 CULVERT XCE1075 TON 190 $ $ EXTENDED PRICE Subtotal Bid Amount ( E ): Subtotal Bid Amount ( E ): $ XCE1073, XCE1074, & XCE1075 Total Bid Amount ( D + E ): Total Bid Amount ( D + E ): $ Note: Award will be based on lowest Total Bid Amount P 9

REPLACEMENT OF CULVERTS ON OLD ELK NECK ROAD, JACKSON STATION ROAD (2) AND WOODS ROAD

CECIL COUNTY, MARYLAND BID NO. 11-02 REPLACEMENT OF CULVERTS ON OLD ELK NECK ROAD, JACKSON STATION ROAD (2) AND WOODS ROAD CECIL COUNTY GOVERNMENT: ENGINEERING AND CONSTRUCTION DIVISION CECIL COUNTY PURCHASING