S E C T I O N 9 0 5 -- P R O P O S A L...

S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED)

I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):

ADDENDUM NO. 1 DATED 1/17/2019 ADDENDUM NO. DATED ADDENDUM NO 2 DATED 2/19/2019 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED

Number Description TOTAL ADDENDA: 2 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,

DATE

Contractor

BY Signature

TITLE

ADDRESS

CITY, STATE, ZIP

PHONE

FAX

E-MAIL

1 Postponed until February Letting; Amendment EBS Download Required.

2 Revised TOC, Revised NTB Nos. 1227, & 1228, & 1230; Added NTB Nos. 1231, & 1232; Revised Wage Rates; Added SP Nos.907-202-2, & 907-420-2; SP 907-420-4 replaces SP 907-420-3; Revised Bid Items; Deleted Progress Schedule; Revised or Added Plan Sheet Nos. 2, 18-19, 24-31, 33-34, 41, 48, 56, 69, 83, 90, 97, 105, 112, 120, 128, 137, 145, 157, 169, 179, 188, & 199; Amendment EBS Download Required.

(To be filled in if a corporation) Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows:

President Address

Secretary Address

Treasurer Address The following is my (our) itemized proposal.

NHPP-9999-06(018)/ 106720302000, NHPP-9999-06(018)/ 106720303000 & NHPP-9999-06(018)/ 106720304000 Desoto, Panola & Tate County(ies)

Revised 01/26/2016

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

TABLE OF CONTENTS

PROJECT: NHPP-9999-06(018)/106720302 - DesotoNHPP-9999-06(018)/106720303 - PanolaNHPP-9999-06(018)/106720304 - Tate

Section 901 - Advertisement

Section 904 - Notice to Bidders#1 Governing Specification

#2 Status of ROW, w/ Attachments

#3 Final Cleanup

#6 Storm Water Discharge Associated with Construction Activity (> 5 Acres)

#7 Disadvantaged Business Enterprise In Federal-Aid Highway Construction, w/Supplement

#9 Federal Bridge Formula

#20 Temporary Steel Bracing

#21 Intermediate Diaphragms

#113 Tack Coat

#296 Reduced Speed Limit Signs

#445 Mississippi Agent and Qualified Nonresident Agent

#516 Errata and Modifications to the 2017 Standard Specifications

#757 Additional Erosion Control Requirements

#977 DUNS Requirement For Federal Funded Projects

#1206 MASH Compliant Devices

#1225 Early Notice to Proceed

#1226 Material Storage Under Bridges

#1227 Contract Time

#1228 Specialty Items

#1229 Cooperation Between Contractors

#1230 Lane & Road Closure Restrictions

#1231 A+C Bidding

#1232 Liquidated Damages

#1241 Fuel and Material Adjustments

906 Required Federal Contract Provisions -- FHWA 1273, w/Supplements

Section 907 - Special Provisions907-102-2 Bidding Requirements and Conditions

907-103-2 Award and Execution of Contract

907-107-2 Contractor's Erosion Control Plan

907-202-1 Removal of Bridge Deck

907-202-2 Removal and Disposal of Debris

907-420-2 Undersealing Concrete Pavement

907-420-4 Undersealing

907-619-5 Traffic Control for Construction Zones

907-687-3 Traffic Recorder Classification System

907-701-1 Hydraulic Cement

1

PROJECT: NHPP-9999-06(018)/106720302 - DesotoNHPP-9999-06(018)/106720303 - PanolaNHPP-9999-06(018)/106720304 - Tate

907-702-4 Bituminous Materials

907-703-1 Gradation

907-705-1 Stone Riprap

907-711-2 Plain Steel Wire

907-720-2 Acceptance Procedure for Glass Beads

907-804-1 Bridge Deck Overlay

907-808-1 Joint Repair

907-823-3 Preformed Joint Seal

906-8 Training Special Provisions

Section 905 - Proposal, Proposal Bid Items, Combination Bid Proposal

Certification of Performance - Prior Federal-Aid Contracts

Certification Regarding Non-Collusion, Debarment and Suspension

SAM.GOV Registration and DUNS Number

Section 902 - Contract Form

Section 903 - Contract Bond Forms

Form -- OCR-485

(REVISIONS TO THE ABOVE WILL BE INDICATED ON THE SECOND SHEETOF SECTION 905 AS ADDENDA)

02/19/2019 10:45 AM

2

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904 - NOTICE TO BIDDERS NO. 1227 CODE: (SP) DATE: 2/14/2019 SUBJECT: Contract Time PROJECT: NHPP-9999-06(018) / 106720302 – Desoto County NHPP-9999-06(018) / 106720303 – Panola County NHPP-9999-06(018) / 106720304 – Tate County The completion of work to be performed by the Contractor for this project will not be a specified date but shall be when all allowable working days are assessed, or any extension thereto as provided in Subsection 108.06. It is anticipated that the Notice of Award will be issued no later than March 12, 2019 and the date for Notice to Proceed / Beginning of Contract Time will be May 13, 2019. Should the Contractor request a Notice to Proceed earlier than May 13, 2019 and it is agreeable with the Department for an early Notice to Proceed, the requested date will become the new Notice to Proceed / Beginning of Contract Time date. All requests for an early Notice to Proceed shall be sent to the Project Engineer who will forward it to the Contract Administration Division. Prior to beginning work, the Contractor is required to submit a Progress Schedule to the Project Engineer for review and approval.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

SECTION 904 - NOTICE TO BIDDERS NO.

DATE:

SUBJECT: Specialty Items

PROJECT:

Pursuant to the provisions of Section 108, the following work items are hereby designated as "Specialty Items" for this contract.Bidders are reminded that these items must be subcontracted in order to be considered as specialty items.

1228

02/19/2019

NHPP-9999-06(018)/106720302 & NHPP-9999-06(018)/106720303 & NHPP-9999-06(018)/106720304 - DESOTO &PANOLA & TATE

Line No DescriptionPay Item

CATEGORY: EROSION CONTROL

0090 213-A001 Agricultural Limestone

0100 219-A001 Watering

0110 220-A001 Insect Pest Control

0120 223-A001 Mowing

0130 225-A001 Grassing

0140 234-A001 Temporary Silt Fence

0150 237-A001 Wattles, 12"

0160 246-A002 Sandbags

0170 249-A001 Riprap for Erosion Control


CATEGORY: FENCE, GATES

0270 607-A002 60" Type "A" Woven Wire Fence, w/ Barbed Wire as Shown

0280 607-B001 120" Type I Chain Link Fence, Class I

0290 607-G027 Gate, 6' x 12' Aluminum


CATEGORY: GUARDRAIL, GUIDERAIL

0220 606-B001 Guard Rail, Class A, Type 1

0230 606-C001 Guard Rail, Cable Anchor Type 1, Metal Post

0240 606-D005 Guard Rail, Bridge End Section, Type A

0250 606-E005 Guard Rail, Terminal End Section, Flared

0260 606-E007 Guard Rail, Terminal End Section, Non-Flared


CATEGORY: MISCELLANEOUS/ SPECIALTY WORK ITEMS

0520 907-687-A001 Traffic Recorder Classification Permanent System


CATEGORY: PAVEMENT STRIPING AND MARKING

0430 626-A002 6" Thermoplastic Double Drop Traffic Stripe, Skip White


CATEGORY: PAVEMENT STRIPING AND MARKING

0440 626-C001 6" Thermoplastic Double Drop Edge Stripe, Continuous White

0450 626-F002 6" Thermoplastic Double Drop Edge Stripe, Continuous Yellow

0460 627-K001 Red-Clear Reflective High Performance Raised Markers


CATEGORY: TRAFFIC CONTROL - PERMANENT

0470 630-G003 Type 3 Object Markers, OM-3L, Post Mounted

0480 630-G007 Type 3 Object Markers, OM-3R, Post Mounted


CATEGORY: TRAFFIC CONTROL - TEMPORARY

0302 619-A1003 Temporary Traffic Stripe, Continuous White, Paint

0304 619-A1005 Temporary Traffic Stripe, Continuous White, Type 1 Tape

0306 619-A2003 Temporary Traffic Stripe, Continuous Yellow, Paint

0308 619-A2006 Temporary Traffic Stripe, Continuous Yellow, Type 1 Tape

0309 619-A3004 Temporary Traffic Stripe, Skip White, Paint

0310 619-D1001 Standard Roadside Construction Signs, Less than 10 Square Feet

0320 619-D2001 Standard Roadside Construction Signs, 10 Square Feet or More

0330 619-E1001 Flashing Arrow Panel, Type C

0340 619-F1001 Concrete Median Barrier, Precast

0350 619-F2001 Remove and Reset Concrete Median Barrier, Precast

0360 619-F3001 Delineators, Guard Rail, White

0370 619-F3002 Delineators, Guard Rail, Yellow

0380 619-G4001 Barricades, Type III, Double Faced

0390 619-G4005 Barricades, Type III, Single Faced

0400 619-G5001 Free Standing Plastic Drums

0410 619-G7001 Warning Lights, Type "B"

0510 907-619-E3001 Changeable Message Sign

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904 - NOTICE TO BIDDERS NO. 1230 CODE: (SP) DATE: 2/19/2019 SUBJECT: Lane and Road Closure Restrictions PROJECT: NHPP-9999-06(018) / 106720302 – Desoto County NHPP-9999-06(018) / 106720303 – Panola County NHPP-9999-06(018) / 106720304 – Tate County Construction activities, which include lane closures for bridge deck and pavement restoration work, that impact the flow of traffic will not be allowed except during the provided times listed below:

Intersection Allowable working hours

I‐55 @ Slocum Rd. 7:00 P.M. Friday ‐ 6:00 A.M. Monday

The Contractor shall provide the Project Engineer with a schedule of work outlining road closures, and temporary shoring work that will take place prior to closing Slocum Road. The Contractor will be allowed two (2) weekends to remove and replace the bridge deck for the North Bound Slocum Road Bridge (#10918) and two (2) weekends to remove and replace the deck for the South Bound Slocum Road Bridge (#10918). The Contractor may close Slocum Rd., Shands Bottom Rd., Compress Rd., Belmont Rd., and River Rd. while bridge shoring is in place. Closures may not exceed 30 days. The Contractor may close all but one lane of SR 4, SR 310, and SR 315 while bridge shoring is in place. Closures may not exceed 30 days. Notification of closures shall be given to the Project Engineer, in writing, at least 14 calendar days prior to any road closures. No exceptions to the above requirements will be allowed without written approval by the Engineer. Also, construction activities will be conducted as per section 108.04 of the 2017 Standard Specifications. If any of the work restrictions listed above are violated, the Contractor will be charged a fee of $600.00 for each full or partial five minute period for Interstate routes and $1,000.00 for each full or partial day on all other routes until the roadway is back in compliance with the work restrictions listed above.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904 - NOTICE TO BIDDERS NO. 1231 CODE: (SP) DATE: 2/14/2019 SUBJECT: A + C Bidding PROJECT: NHPP-9999-06(018) / 106720302 – Desoto County NHPP-9999-06(018) / 106720303 – Panola County NHPP-9999-06(018) / 106720304 – Tate County Bidders are hereby advised this project contains requirements for A + C bidding. The bidder shall determine the total number of working days required to complete the work in the contract. The product of the total number of working days required for construction of the project in accordance with the plans and specifications (contract time), as determined by the Bidder, times the disincentive cost of $10,000.00 per working day shall be added to the total bid determined from the bid items. The sum of these two amounts will be the amount used for comparison of bids. This information will be shown on the Expedite Bid Sheets. The proposal guaranty for this project should not include the amount determined for contract time as specified above. The proposal guaranty should be for the amount of the bid items. After the proposals are opened and read, they will be compared on the basis of the following formula:

X = A + C Where: X = The total amount used only for determining the lowest bid for award of Contract. A = Total Bid - Direct and Dependent Items - This being the summation of the products of the quantities shown in the bid schedule multiplied by their respective unit prices. C = Value of the Contract Time – This being the total working days required to complete construction of the project in accordance with the plans and specifications (contract time), as determined by the Bidder, multiplied by the disincentive cost of $10,000.00 per day. The value C is included for comparison of bids only and will NOT be included in any payment to the Contractor. The total number of days entered for contract time CAN NOT EXCEED 375 Working Days. If the Contractor enters a Contract Time of more than 375 working days, the proposal will be considered irregular, rejected, and returned to the bidder.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904 - NOTICE TO BIDDERS NO. 1232 CODE: (SP) DATE: 2/14/2019 SUBJECT: Liquidated Damages PROJECT: NHPP-9999-06(018) / 106720302 – Desoto County NHPP-9999-06(018) / 106720303 – Panola County NHPP-9999-06(018) / 106720304 – Tate County Bidders are hereby advised to disregard the values in the “Schedule of Deductions for Each Day of Overrun in Contract Time” table shown in Subsection 907-108.07 of Special Provision 907-108-37. Liquidated Damages of $10,000.00 per calendar day shall be applicable to each calendar day after the Contractor determined number of working days under the contract has been met. Liquidated damages for this project is a combination of both liquidated damages and road user costs.

General Decision Number: MS190130 01/04/2019 MS130

Superseded General Decision Number: MS20180234

State: Mississippi

Construction Type: Highway

County: De Soto County in Mississippi.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019

SUMS2010-053 08/04/2014

Rates Fringes

CARPENTER (Form Work Only).......$ 13.75 0.39

CEMENT MASON/CONCRETE FINISHER...$ 12.85 0.39

ELECTRICIAN......................$ 23.78 7.38

FENCE ERECTOR (Barbed Wire, Wood, Silt)......................$ 9.04 0.90

HIGHWAY/PARKING LOT STRIPING: Truck Driver (Line Striping

Page 1 of 5

1/16/2019https://www.wdol.gov/wdol/scafiles/davisbacon/ms130.dvb

Truck)...........................$ 16.87 0.00

INSTALLER - GUARDRAIL............$ 12.00 0.00

IRONWORKER, REINFORCING..........$ 15.57 0.00

LABORER: Common or General, Including Asphalt Raking, Shoveling, Spreading; Concrete Work; Grade Checking; and Mason Tending - Cement/Concrete..................$ 11.52 0.00

LABORER: Flagger................$ 9.59 0.00

LABORER: Landscape..............$ 9.04 0.90

LABORER: Luteman................$ 12.88 0.00

LABORER: Pipelayer..............$ 12.93 0.00

LABORER: Laborer-Cones/ Barricades/Barrels - Setter/Mover/Sweeper.............$ 10.25 0.00

OPERATOR: Asphalt Spreader......$ 14.71 0.00

OPERATOR: Backhoe/Excavator/Trackhoe.......$ 15.01 0.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 11.64 0.00

OPERATOR: Broom/Sweeper.........$ 12.83 0.00

OPERATOR: Bulldozer.............$ 14.46 0.00

OPERATOR: Crane.................$ 19.97 0.00

OPERATOR: Grader/Blade..........$ 15.37 0.00

OPERATOR: Loader................$ 13.54 0.00

OPERATOR: Mechanic..............$ 21.57 0.00

OPERATOR: Milling Machine.......$ 16.20 0.00

OPERATOR: Oiler.................$ 9.50 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 11.78 0.00

OPERATOR: Roller (All Types)....$ 14.21 0.00

OPERATOR: Scraper...............$ 12.25 0.00

OPERATOR: Tractor...............$ 11.72 0.00

PILEDRIVERMAN....................$ 12.50 1.23

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TRUCK DRIVER: Flatbed Truck.....$ 13.50 0.00

TRUCK DRIVER: Lowboy Truck......$ 12.43 0.00

TRUCK DRIVER: Mechanic..........$ 13.00 0.00

TRUCK DRIVER: Water Truck.......$ 14.49 0.00

TRUCK DRIVER: Dump Truck (All Types)...........................$ 13.66 0.00

TRUCK DRIVER: Semi/Trailer Truck............................$ 15.22 0.00 ----------------------------------------------------------------

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

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Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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)).

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The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or

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"UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

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WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can

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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, 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.

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END OF GENERAL DECISION

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State: Mississippi


County: Panola County in Mississippi.




SUMS2010-031 08/04/2014

Rates Fringes


CARPENTER, Excludes Form Work....$ 14.03 0.00


ELECTRICIAN......................$ 21.80 7.93

HIGHWAY/PARKING LOT STRIPING: Truck Driver (Line Striping Truck)...........................$ 15.60 0.00

Page 1 of 6



INSTALLER - SIGN.................$ 11.73 0.00


LABORER: Common or General, Including Asphalt Raking, Shoveling, Spreading.............$ 11.36 0.00

LABORER: Concrete Worker........$ 10.91 0.00

LABORER: Flagger................$ 11.48 0.00

LABORER: Grade Checker..........$ 11.32 0.00


LABORER: Mason Tender - Cement/Concrete..................$ 11.08 0.00







OPERATOR: Concrete Saw..........$ 12.95 0.00

OPERATOR: Crane.................$ 21.25 0.00

OPERATOR: Distributor...........$ 12.38 0.00

OPERATOR: Drill.................$ 19.22 0.00


OPERATOR: Grinding/Grooving Machine..........................$ 15.94 0.00

OPERATOR: Loader................$ 12.21 0.00



OPERATOR: Oiler.................$ 12.33 0.48


Page 2 of 6


OPERATOR: Piledriver............$ 15.13 0.00




OPERATOR: Trencher..............$ 15.00 0.00




TRUCK DRIVER: Off the Road Truck............................$ 12.29 0.00





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A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.






Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date

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for the classifications and rates under that identifier.


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1.) Has there been an initial decision in the matter? This can be:









Administrative Review Board

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U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210


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State: Mississippi


County: Tate County in Mississippi.




SUMS2010-065 08/04/2014

Rates Fringes



ELECTRICIAN......................$ 23.78 7.38

FENCE ERECTOR (Barbed Wire, Wood, Silt)......................$ 9.29 0.00

HIGHWAY/PARKING LOT STRIPING: Truck Driver (Line Striping

Page 1 of 5


Truck)...........................$ 18.45 0.00



LABORER: Common or General, Including Asphalt Raking, Shoveling, Spreading; Concrete Work; Grade Checking; and Mason Tending - Cement/Concrete..................$ 10.40 0.00

LABORER: Flagger................$ 9.59 0.00


LABORER: Luteman................$ 12.88 0.00





OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 11.64 0.00



OPERATOR: Crane.................$ 19.97 0.00


OPERATOR: Loader................$ 13.54 0.00



OPERATOR: Oiler.................$ 9.50 0.00





PILEDRIVERMAN....................$ 12.50 1.23

Page 2 of 5









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A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or

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"UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.






Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.


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1.) Has there been an initial decision in the matter? This can

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be:









Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210


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MISSISSIPPI DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION NO. 907-202-2 CODE: (SP) DATE: 09/04/2018 SUBJECT: Removal and Disposal of Debris Section 202, Removal of Structures and Obstructions, of the 2017 Edition of the Mississippi Standard Specifications for Road and Bridge Construction is hereby amended as follows. 907-202.01--Description. After the last paragraph of subsection 202.01 on page 104, add the following. This work may also include the removal and disposal of debris on existing bridge structures. Since debris may contain bacteria and other pathogens that can cause illness, the Contractor should make every effort to prevent infection by avoiding direct contact with debris while cleaning affected areas. 907-202.03--Construction Requirements. After Subsection 202.03.5 on page 105, add the following. 907-202.03.6--Removal of Debris. 907-202.03.6.1--Scope of Work. The general scope of work for the removal and disposal of debris shall be as follows: • The initial step shall consist of wetting the work area with an EPA approved hospital grade

disinfectant. The disinfectant product shall be applied in accordance with the manufacturer’s recommendations.

• Technical literature and material safety data sheets shall be submitted to MDOT for approval. • Once the work area has been sufficiently disinfected, the removal of debris and cleaning

procedure shall occur. • Once all debris has been sufficiently removed to the satisfaction of the Department, the area

shall be thoroughly cleaned/disinfected with the EPA approved hospital grade disinfectant. • All process water created during the cleaning / removal process shall be collected and stored

on site. No process water shall be allowed to leave the MDOT right of way. • All process water shall be properly disposed at a properly permitted facility for the disposal

of such material. 907-202.03.6.2--Personnel Protection and Confined Spaces. The Contractor shall adhere to all the applicable requirements of 29 CFR 1910 (OSHA). The Contractor shall advise workers of potential health effects associated with debris prior to the initiation of work. Due to the potential health effects, the use of appropriate work procedures and

- 2 - S. P. No. 907-202-2 -- Cont’d.

personal protective equipment shall be strictly followed. As a minimum, the Contractor’s workers shall be instructed of the following: • Use of a properly fit tested (NIOSH approved) respirators. • Use of protective clothing. • Entry and exit from work areas. • Aspects of work procedures. • Protective measures. • Safety and emergency egress procedures.

Each worker shall use respiratory protection equipment approved by the National Institute for Occupational Safety and Health (NIOSH). Respiratory protection shall be worn during the wetting and removal of material. Respiratory protection shall consist of a half-mask, negative pressure air-purifying respirators equipped with HEPA particulate (P100) cartridges. The use of disposable dust masks are not acceptable respiratory protection for this project. The Contractor shall have the following documents of file for all workers utilized in the removal process:

1. Current (within 1 year) physician’s approval to wear a respirator. 2. Respirator fit test certification (within 1 year).

The Contractor shall provide workers with sufficient sets of protective disposable clothing. The clothing shall consist of full-body coveralls, integral head/foot covers, and gloves in proper size to fit all workers. Workers performing removal work shall wear a layer of disposable clothing over street clothes or undergarments while in the work area. Protective clothing shall be secured (for example taped) to ensure that skin or street clothing is not exposed. The Contractor shall ensure that each worker and authorized visitor wears respiratory protection and a layer of protective clothing (disposable coveralls, head covers, gloves, footwear) over street clothes or undergarments before entering active work areas. The Contractor shall ensure that each worker and authorized visitor removes the layer of protective clothing and placed in an impermeable bag or container. Respirators shall be required to remain on until after the wearer exits the work area. 907-202.04--Method of Measurement. After the last paragraph of Subsection 202.04 on page 106, add the following. Removal of debris will be measured per each, which includes each individual bridge involved. When removal is performed on twin bridges, each bridge will be paid for separately. 907-202.05--Basis of Payment. After the second paragraph of Subsection 202.05 on page 106, add the following. Removal of debris, measured as prescribed above, will be paid for at the contract price per each bridge, which price shall be full compensation for all labor, equipment, materials, collection of

- 3 - S. P. No. 907-202-2 -- Cont’d.

water/debris, disposal of water/debris, training, permits, licenses, and all incidentals necessary to complete the work. Add the following to the list of pay items in Subsection 202.05 on page 106. 907-202-B: Removal of Debris - per each

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION NO. 907-420-2 CODE: (SP) DATE: 01/17/2017 SUBJECT: Undersealing Concrete Pavement Section 907-420, Undersealing Concrete Pavement, is hereby added to and made a part of the 2017 Edition of the Mississippi Standard Specifications for Road and Bridge Construction as follows:

SECTION 907-420 -- UNDERSEALING CONCRETE PAVEMENT 907-420.01--Description. Undersealing concrete pavement shall consist of placing a polyurethane foam mixture beneath existing concrete pavement at the locations shown in the plans, or directed by the Engineer. The intent of the undersealing process is to lift, underseal, and fill the voids under existing concrete pavement, or bridge end slabs. When raising concrete pavement/slabs, care shall be taken to assure that the final elevation of the concrete pavement/slab is aligned vertically with the adjacent and surrounding pavement. 907-420.02--Materials. Material for undersealing shall meet the following requirements.

Properties Test Value Test Method Density, lbs./ft., minimum 4.0 ASTM D 1622 Tensile Strength, psi, minimum 90 ASTM D 1622 Compression Strength, psi (at yield point), minimum 80 ASTM D 1621

Material for undersealing shall achieve 90% of its compressive strength in 15 minutes. The Contractor shall furnish the Engineer with certified test reports showing that the material meets the requirements of the specification. 907-420.03--Construction Requirements. 907-420.03.1--General. All undersealing will be done at the locations specified in the plans, or as directed by the Engineer. The equipment shall be that customarily used in undersealing. It shall consist of no less than the following:

1. A pneumatic or electric drill capable of drilling holes in the concrete pavement. The equipment shall be in satisfactory operating condition and operated in such a manner as to prevent unnecessary damage to the pavement.

- 2 - S. P. No. 907-420-2 -- Cont’d.

2. A pump capable of injecting the high density polyurethane between the concrete pavement and the underlying material while controlling the rate of rise of the pavement.

3. A leveling unit to ensure the concrete pavement is raised to the desired elevation. 907-420.03.2--Drilling Holes. Unless otherwise shown in the plans, the injection holes shall be drilled at six to eight-foot intervals throughout the concrete pavement. The holes shall be a maximum of ¾ inch in diameter. Any other size hole must be approved by the Engineer. 907-420.03.3--Injection Process. The nozzle of the discharge hose shall be secured in the drilled hole in a manner that provides an adequate seal during the pumping process. As the polyurethane reacts, it expands and hardens resulting in a lift of the pavement. The amount of rise shall be controlled by regulating the rate of injection. When the nozzle is removed, the hole shall be plugged or sealed to the satisfaction of the Engineer. Any excess polyurethane material shall be removed from the pavement. A leveling device (survey level, laser level, string line, etc.) shall be used to monitor and verify the elevation of the pavement as it rises. After the pavement is raised, it shall meet a 1/4 inch in 25-foot string line requirement. The Contractor will be required to correct any pavement out of tolerance or raised in excess of the required elevation. Any necessary repairs due to out of tolerance or over height pavement shall be corrected at no additional cost to the State. 907-420.03.4--Curing Time and Opening to Traffic. Traffic shall not use the undersealed pavement within 30 minutes after the injection process has been completed. Any deposits of urethane on the pavement or shoulders shall be removed and the surface cleaned prior to opening to traffic. 907-420.04--Method of Measurement. Undersealing concrete pavement, complete and accepted, will be measured by the pound. The quantity of urethane will be based on the supplier’s packaging information for the material delivered and incorporated into the project. 907-420.05--Basis of Payment. Undersealing concrete pavement, as measured above, will be paid for at the contract price per pound, which price shall include all mobilization, labor, equipment, traffic control, materials, and incidentals necessary to complete the required work. Unless otherwise indicated in the plans, costs for maintenance of traffic and individual traffic control devices as required by the plans for undersealing operations shall be included in the unit price for undersealing and will not be measured for separate payment. Payment will be made under: 907-420-A: Undersealing Concrete Pavement - per pound

MISSISSIPPI DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION NO. 907-420-4 CODE: (SP) DATE: 02/19/2019 SUBJECT: Undersealing Section 907-420, Undersealing, is hereby added to and made a part of the 2017 Edition of the Mississippi Standard Specifications for Road and Bridge Construction as follows.

SECTION 907-420 -- UNDERSEALING 907-420.01--Description. This work shall consist of filling voids (undersealing) in the soil adjacent to a pipe culvert(s), box culverts(s), bridge structure(s), or other locations determined by the Engineer. It is intended that the voids around the pipe culverts will be filled from the surface and voids around the box culverts will be filled from within the box culvert. 907-420.02--Material. The material for filling the voids shall be a “hydro-sensitive” high density polyurethane meeting the following requirements.

Properties Test Value Test Method Density, lbs./ft., minimum 4.0 ASTM D 1622 Tensile Strength, psi, minimum 100 ASTM D 1622 Compression Strength, psi (at yield point), minimum 90 ASTM D 1621

The Contractor shall furnish the Engineer with certified test reports showing that the material meets the requirements of the specification. 907-420.03--Construction Requirements. All undersealing will be done at the locations specified in the plans, or as directed by the Engineer. 907-420.03.1--Equipment. The equipment shall be that customarily used in undersealing operations. Generally, it shall consist of a pneumatic or electric drill capable of drilling holes of adequate size in the embankment soil or culvert wall to accomplish the work. The exact depth into the embankment shall be determined by the Contractor. The equipment shall be in satisfactory operating condition and operated in such a manner as to prevent unnecessary damage to existing roadways, structures, and the surrounding area. The pump shall be capable of injecting the high density polyurethane at a rate and to a depth necessary to fill the void adjacent to the existing structures. 907-420.03.2--Drilling Holes. Unless otherwise shown in the plans, the size and location of the injection holes shall be as determined by the Manufacturer/Contractor. 907-420.03.3--Injection Process. The nozzle of the discharge hose shall be secured in the drilled hole in a manner that provides an adequate seal during the pumping process. The polyurethane

- 2 - S. P. No. 907-420-4 -- Cont’d.

material shall be injected through the drilled holes until all known or encountered voids are filled. The rate and amount of material injection shall be determined by the Manufacturer/Contractor. When the nozzle is removed, the hole shall be plugged or sealed to the satisfaction of the Engineer. Any excess polyurethane material shall be removed. 907-420.04--Method of Measurement. Undersealing, complete and accepted, will be measured by the pound. The quantity of urethane will be based on the supplier’s packaging information for the material delivered and incorporated into the project. 907-420.05--Basis of Payment. Undersealing, as measured prescribed above, will be paid for at the contract unit price per pound, which price shall include all mobilization, labor, equipment, tools, materials, and incidentals necessary to complete the required work. Cost for maintenance of traffic and individual traffic control devices as required for undersealing operations shall be included in the unit price for undersealing and will not be measured for separate payment. Payment will be made under: 907-420-A: Undersealing - per pound

Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]

Section 905

PANOLA, DESOTO, TATE

NHPP-9999-06(018)/106720302, NHPP-9999-06(018)/106720303, NHPP-9999-06(018)/106720304

Bridge Preservation on I-55 from Batesville to Hernando, known as Federal Aid Project Nos. NHPP-9999-06(018) / 106720302, 106720303, & 106720304 inDesoto, Panola, & Tate Counties.

Proposal (Sheet 2 - 1)

Roadway Items

Lump Sum0010 202-A001 1 Removal of Obstructions

Square Yard0020 202-B083 2,250 Removal of Concrete Slope Paving

Linear Feet0030 202-B126 3,328 Removal of Fence, All Types

Linear Feet0040 202-B136 6,975 Removal of Guard Rail

Each0050 202-B137 36 Removal of Guard Rail Bridge Connector

Each0060 202-B148 38 Removal of Guard Rail End Section, All Types

Square Yard0070 203-I002 15,392 Site Grading

Square Yard0080 209-A005 8,070 Geotextile Stabilization, Type V, Non-Woven

Ton0090 213-A001 5 Agricultural Limestone

Thousand Gallon0100 219-A001 872 Watering [$20.00]

Acre0110 220-A001 9 Insect Pest Control [$30.00]

Acre0120 223-A001 9 Mowing [$50.00]

Acre0130 225-A001 9 Grassing

Linear Feet0140 234-A001 12,390 Temporary Silt Fence

Linear Feet0150 237-A001 2,880 Wattles, 12"

Each0160 246-A002 630 Sandbags

Ton0170 249-A001 225 Riprap for Erosion Control

Ton0180 (BA1)403-A003 1,510 12.5-mm, ST, Asphalt Pavement

Ton0190 (BA1)403-A015 542 9.5-mm, ST, Asphalt Pavement

Ton0200 (BA1)403-D007 968 9.5-mm, HT, Asphalt Pavement, Polymer Modified

Square Yard0210 406-A002 17,997 Cold Milling of Bituminous Pavement, All Depths

Linear Feet0220 606-B001 6,975 Guard Rail, Class A, Type 1

Each0230 606-C001 38 Guard Rail, Cable Anchor Type 1, Metal Post

Each0240 606-D005 36 Guard Rail, Bridge End Section, Type A

Each0250 606-E005 18 Guard Rail, Terminal End Section, Flared

Each0260 606-E007 20 Guard Rail, Terminal End Section, Non-Flared

Linear Feet0270 607-A002 2,784 60" Type "A" Woven Wire Fence, w/ Barbed Wire as Shown

Linear Feet0280 607-B001 400 120" Type I Chain Link Fence, Class I

Each0290 607-G027 12 Gate, 6' x 12' Aluminum

Lump Sum0300 618-A001 1 Maintenance of Traffic

Linear Feet0302 619-A1003 14,968 Temporary Traffic Stripe, Continuous White, Paint

Linear Feet0304 619-A1005 11,868 Temporary Traffic Stripe, Continuous White, Type 1 Tape

(Date Printed 02/19/19) (Addendum No. 2)


Section 905


NHPP-9999-06(018)/106720302, NHPP-9999-06(018)/106720303, NHPP-9999-06(018)/106720304


Linear Feet0306 619-A2003 14,968 Temporary Traffic Stripe, Continuous Yellow, Paint

Linear Feet0308 619-A2006 11,868 Temporary Traffic Stripe, Continuous Yellow, Type 1 Tape

Linear Feet0309 619-A3004 14,968 Temporary Traffic Stripe, Skip White, Paint

Square Feet0310 619-D1001 337 Standard Roadside Construction Signs, Less than 10 Square Feet

Square Feet0320 619-D2001 5,252 Standard Roadside Construction Signs, 10 Square Feet or More

Each0330 619-E1001 18 Flashing Arrow Panel, Type C

Linear Feet0340 619-F1001 11,868 Concrete Median Barrier, Precast

Linear Feet0350 619-F2001 11,868 Remove and Reset Concrete Median Barrier, Precast

Each0360 619-F3001 170 Delineators, Guard Rail, White

Each0370 619-F3002 126 Delineators, Guard Rail, Yellow

Linear Feet0380 619-G4001 108 Barricades, Type III, Double Faced

Linear Feet0390 619-G4005 240 Barricades, Type III, Single Faced

Each0400 619-G5001 480 Free Standing Plastic Drums

Each0410 619-G7001 38 Warning Lights, Type "B"

Lump Sum0420 620-A001 1 Mobilization

Linear Feet0430 626-A002 7,484 6" Thermoplastic Double Drop Traffic Stripe, Skip White

Linear Feet0440 626-C001 7,484 6" Thermoplastic Double Drop Edge Stripe, Continuous White

Linear Feet0450 626-F002 7,484 6" Thermoplastic Double Drop Edge Stripe, Continuous Yellow

Each0460 627-K001 196 Red-Clear Reflective High Performance Raised Markers

Each0470 630-G003 18 Type 3 Object Markers, OM-3L, Post Mounted

Each0480 630-G007 18 Type 3 Object Markers, OM-3R, Post Mounted

Pounds0490 907-420-A001 194,400 Undersealing Deep Injection

Pounds0500 907-420-A002 117,000 Undersealing Concrete Pavement

Each0510 907-619-E3001 8 Changeable Message Sign

Each0520 907-687-A001 1 Traffic Recorder Classification Permanent System

Hours0530 907-906001 520 Trainees [$5.00]

Ton0540 (GT)304-F001 1,008 3/4" and Down Crushed Stone Base

ALTERNATE GROUP AA NUMBER 1

Ton0550 (GT)304-F002 1,008 Size 610 Crushed Stone Base


Ton0560 (GT)304-F003 1,008 Size 825B Crushed Stone Base


Bridge Items

Square Yard0570 202-B026 70 Removal of Bridge Deck



Section 905


NHPP-9999-06(018)/106720302, NHPP-9999-06(018)/106720303, NHPP-9999-06(018)/106720304


Square Yard0580 907-202-B001 8,898 Removal of Bridge Deck, Hydrodemolition

Each0590 907-202-B002 18 Removal of Debris

Cubic Yard0600 (S)907-804-O001 849 Bridge Deck Overlay Concrete

Linear Feet0610 (S)907-808-A002 996 Joint Repair

Linear Feet0620 907-823-A001 468 Preformed Joint Seal, Type I

Cubic Feet0630 907-824-PP005 79 Bridge Repair, Epoxy Repair

Each0640 907-824-PP006 82 Bridge Repair, Clean Bent Caps

Each0650 907-824-PP006 14 Bridge Repair, Repair and Close Access Hatches

Each0660 907-824-PP006 224 Bridge Repair, Replacement Bearings

Each0670 907-824-PP006 92 Bridge Repair, Seismic Retrofit (Steel Bearing Extension-Type I)

Each0680 907-824-PP006 18 Bridge Repair, Temporary Shoring

Linear Feet0690 907-824-PP008 85 Bridge Repair, Concrete Railing

Linear Feet0700 907-824-PP008 1,072 Bridge Repair, End Wall Repair

Linear Feet0710 907-824-PP008 180 Bridge Repair, Epoxy Crack Repair

Square Yard0720 907-832-PP003 15,392 Concrete Mat


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ss A

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or

Typ

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Tem

po

rary

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nti

nu

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s W

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e, P

ain

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14

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8

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9-A

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Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, T

ype

1 T

ape

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1,8

68

61

9-A

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03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Pai

nt

LF1

4,9

68

61

9-A

20

06

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Typ

e 1

Tap

eLF

11

,86

8

Obst

ruct

ions

vary

and incl

ude h

ighw

ay d

ebris,

sandbags,

co

ncr

ete

, and o

ther

mate

rials

fro

m p

ast

att

em

pts

to

secu

re e

mbankm

ents

that

are

ero

ded a

nd u

nderm

ined.

Obst

ruct

ions

incl

ude t

he h

elp

er

bent

at

Bridge N

o. 13706

(NB T

alla

hatc

hie

Riv

er

Relie

f)Q

uantity

for

Pay I

tem

s 619-E

1001, 619-F

1001,

and 6

19-

G7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng

and r

ese

ttin

g c

oncr

ete

media

n b

arr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

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e “

B”

shall

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ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

Incl

udes

Rem

ova

l of

Pave

d F

lum

es.

Site g

radin

g is

to b

e p

erf

orm

ed o

n s

lopes

under

bridges.

Exc

ava

tion n

eeded t

o a

chie

ve c

orr

ect

gra

de t

o b

e

abso

rbed.

Site g

radin

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e p

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ed o

n s

lopes

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bridges.

SHEE

T N

UM

BER

WO

RK

ING

NU

MB

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MIS

SISS

IPP

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AR

TMEN

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AN

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DES

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ERVolkert

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.

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TE02/13/2019

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RU

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, STA

TE B

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ENG

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STIN

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. P.E

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DEP

. DIR

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ENG

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NO

LA

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1

1 1

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ADDED NOTESVOLKERT 2-13-19

DA

TE

:D

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E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

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SUM

MA

RY

OF

QU

AN

TITI

ES

PA

Y IT

EM N

O.

PA

Y IT

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NIT

QU

AN

TITI

ES

Bri

dge

Su

mm

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PR

ELIM

INA

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FIN

AL

61

9-A

30

04

Tem

po

rary

Tra

ffic

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ipe,

Ski

p W

hit

e, P

ain

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14

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8

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Bar

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05

Bar

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, Sin

gle

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24

0

61

9-G

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Free

Sta

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ms

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80

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38

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Quantity

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tem

No. 619-D

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and 6

19-D

2001 incl

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oad W

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Ahead s

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pla

ced a

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g a

nd

the E

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pla

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t th

e

end o

f each

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nd f

or

Road W

ork

Ahead s

igns

on r

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cross

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nder

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Inte

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ridges.

In

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ese

pay ite

ms

incl

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aym

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all

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incl

uded in T

CP-4

for

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bridge. Sig

ns

that

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nd

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t fo

r pro

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s of

const

ruct

ion w

ill b

e a

bso

rbed in

Main

tenance

of

Tra

ffic

, Pay I

tem

No.

618-A

001.

Quantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

, Typ

e “

B”

shall

be

rem

ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

Bid

Ite

m 9

07-8

24-P

P006 B

ridge R

epair,

Seis

mic

Retr

ofit

(Ste

el Bearing E

xtensi

on

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e I

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cludes:

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ad,

fabrica

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as

speci

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r) a

nd a

ny

and

all

oth

er

pro

tect

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means,

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meth

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onst

ruct

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s per

pla

ns.

SHEE

T N

UM

BER

WO

RK

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NU

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ECTO

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RU

CTU

RES

, STA

TE B

RID

GE

ENG

INEE

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JU

STIN

WA

LKER

. P.E

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DEP

. DIR

OF

STR

UC

TUR

ES, A

SST.

STA

TE B

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ENG

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1 1

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REV. QUANTITYVOLKERT 2-13-19

DA

TE

:D

AT

E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

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MIS

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HPP-9

999-0

6(0

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SUM

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RY

OF

QU

AN

TITI

ES

PA

Y IT

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PA

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QU

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INA

RY

FIN

AL

20

2-A

00

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5

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" W

ove

n W

ire

Fen

ce, w

/ B

arb

ed W

ire

as S

ho

wn

LF3

31

60

7-G

02

7G

ate,

6' x

12

' A

lum

inu

mEA

2

61

8-A

00

1M

ain

ten

ance

of

Traf

fic

LS1

61

9-A

10

03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, P

ain

tLF

2,2

40

61

9-A

10

05

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, T

ype

1 T

ape

LF1

,71

7

61

9-A

20

03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Pai

nt

LF2

,24

0

61

9-A

20

06

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Typ

e 1

Tap

eLF

1,7

17

61

9-A

30

04

Tem

po

rary

Tra

ffic

Str

ipe,

Ski

p W

hit

e, P

ain

tLF

2,2

40

Obst

ruct

ions

vary

and incl

ude h

ighw

ay

debris,

sandbags,

concr

ete

, and o

ther

mate

rials

fro

m p

ast

att

em

pts

to s

ecu

re

em

bankm

ents

that

are

ero

ded a

nd

underm

ined.

Obst

ruct

ions

incl

ude t

he

help

er

bent

at

Bridge N

o. 13706 (

NB

Talla

hatc

hie

Riv

er

Relie

f)Q

uantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

, Typ

e “

B”

shall

be

rem

ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

Incl

udes

Rem

ova

l of

Pave

d F

lum

es.

Site g

radin

g is

to b

e p

erf

orm

ed o

n

slopes

under

bridges.

Exc

ava

tion n

eeded t

o a

chie

ve c

orr

ect

gra

de t

o b

e a

bso

rbed.

SHEE

T N

UM

BER

WO

RK

ING

NU

MB

ER

MIS

SISS

IPP

I DEP

AR

TMEN

T O

F TR

AN

SPO

RTA

TIO

N

SUM

MA

RY

OF

QU

AN

TITI

ES

(BR

IDG

E IT

EMS)

PR

OJE

CT

SQ-B

R-3

DES

IGN

ERVolkert

CH

ECK

ERM.M

.

DET

AIL

ERIS

SUE

DA

TE02/13/2019

DIR

ECTO

R O

F ST

RU

CTU

RES

, STA

TE B

RID

GE

ENG

INEE

R -

JU

STIN

WA

LKER

. P.E

.

DEP

. DIR

OF

STR

UC

TUR

ES, A

SST.

STA

TE B

RID

GE

ENG

INEE

R -

SC

OTT

WES

TER

FIEL

D, P

.E.

26

NH

PP

-999

9-06

(018

)10

6720

-302

000

DE

SO

TO

CO

UN

TY

1

1 1 1

1 1

1 ADDED NOTESVOLKERT 2-13-19

DA

TE

:D

AT

E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

SUM

MA

RY

OF

QU

AN

TITI

ES

PA

Y IT

EM N

O.

PA

Y IT

EMU

NIT

QU

AN

TITI

ES

Bri

dge

Su

mm

ary

- B

rid

ge A

- B

rid

ge A

PR

ELIM

INA

RY

FIN

AL

61

9-D

10

01

Stan

dar

d R

oad

sid

e C

on

stru

ctio

n S

ign

s, L

ess

than

10

Sq

uar

e Fe

etSF

38

61

9-D

20

01

Stan

dar

d R

oad

sid

e C

on

stru

ctio

n S

ign

s, 1

0 S

qu

are

Feet

or

Mo

reSF

62

8

61

9-E

10

01

Flas

hin

g A

rro

w P

anel

, Typ

e C

EA2

90

7-6

19

-E3

00

1C

han

geab

le M

essa

ge S

ign

EA2

61

9-F

10

01

Co

ncr

ete

Med

ian

Bar

rier

, Pre

cast

LF1

,71

7

61

9-F

20

01

Rem

ove

an

d R

eset

Co

ncr

ete

Med

ian

Bar

rier

, Pre

cast

LF1

,71

7

61

9-F

30

01

Del

inea

tors

, Gu

ard

Rai

l, W

hit

eEA

32

61

9-F

30

02

Del

inea

tors

, Gu

ard

Rai

l, Ye

llow

EA1

4

61

9-G

40

01

Bar

rica

des

, Typ

e III

, Do

ub

le F

aced

LF1

2

61

9-G

40

05

Bar

rica

des

, Typ

e III

, Sin

gle

Face

dLF

48

61

9-G

50

01

Free

Sta

nd

ing

Pla

stic

Dru

ms

EA5

0

61

9-G

70

01

War

nin

g Li

ghts

, Typ

e "B

"EA

6

62

0-A

00

1M

ob

iliza

tio

nLS

1

62

6-A

00

26

" Th

erm

op

last

ic D

ou

ble

Dro

p T

raff

ic S

trip

e, S

kip

Wh

ite

LF1

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0

62

6-C

00

16

" Th

erm

op

last

ic D

ou

ble

Dro

p E

dge

Str

ipe,

Co

nti

nu

ou

s W

hit

eLF

1,1

20

62

6-F

00

26

" Th

erm

op

last

ic D

ou

ble

Dro

p E

dge

Str

ipe,

Co

nti

nu

ou

s Ye

llow

LF1

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0

62

7-K

00

1R

ed-C

lear

Ref

lect

ive

Hig

h P

erfo

rman

ce R

aise

d M

arke

rsEA

30

63

0-G

00

3Ty

pe

3 O

bje

ct M

arke

rs, O

M-3

L, P

ost

Mo

un

ted

EA2

63

0-G

00

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pe

3 O

bje

ct M

arke

rs, O

M-3

R,

Po

st M

ou

nte

dEA

2

90

7-6

87

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01

Traf

fic

Rec

ord

er C

lass

ific

atio

n P

erm

anen

t Sy

stem

EA1

90

7-8

04

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Bri

dge

Dec

k O

verl

ay C

on

cret

eC

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7

90

7-8

08

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02

Join

t R

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r w

ith

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oxy

LF1

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90

7-8

24

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po

xy R

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F5

90

7-8

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rid

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ry S

ho

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2

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d C

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Acc

ess

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32

90

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rid

ge R

epai

r, E

po

xy C

rack

Rep

air

LF2

0

90

7-8

24

-PP

00

8B

rid

ge R

epai

r, E

nd

Wal

l Rep

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LF1

12

90

7-8

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rid

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on

cret

e R

ailin

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15

90

7-8

32

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00

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on

cret

e M

atSY

1,8

10

Quantity

for

Pay I

tem

No. 619-D

1001

and 6

19-D

2001 incl

ude t

he R

oad W

ork

Ahead s

igns

pla

ced a

t th

e b

egin

nin

g a

nd

the E

nd C

onst

ruct

ion s

igns

pla

ced a

t th

e

end o

f each

bridge a

nd f

or

Road W

ork

Ahead s

igns

on r

oads

cross

ing u

nder

the

Inte

rsta

te b

ridges.

In

additio

n, th

ese

pay ite

ms

incl

ude p

aym

ent

for

all

signs

incl

uded in T

CP-4

for

one c

losu

re p

er

bridge. Sig

ns

that

are

rem

ove

d a

nd

rese

t fo

r pro

ceedin

g p

hase

s of

const

ruct

ion w

ill b

e a

bso

rbed in

Main

tenance

of

Tra

ffic

, Pay I

tem

No.

618-A

001.

Quantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

, Typ

e “

B”

shall

be

rem

ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

SHEE

T N

UM

BER

WO

RK

ING

NU

MB

ER

MIS

SISS

IPP

I DEP

AR

TMEN

T O

F TR

AN

SPO

RTA

TIO

N

SUM

MA

RY

OF

QU

AN

TITI

ES

(BR

IDG

E IT

EMS)

PR

OJE

CT

SQ-B

R-4

DES

IGN

ERVolkert

CH

ECK

ERM.M

.

DET

AIL

ERIS

SUE

DA

TE02/13/2019

DIR

ECTO

R O

F ST

RU

CTU

RES

, STA

TE B

RID

GE

ENG

INEE

R -

JU

STIN

WA

LKER

. P.E

.

DEP

. DIR

OF

STR

UC

TUR

ES, A

SST.

STA

TE B

RID

GE

ENG

INEE

R -

SC

OTT

WES

TER

FIEL

D, P

.E.

27

NH

PP

-999

9-06

(018

)10

6720

-302

000

DE

SO

TO

CO

UN

TY

1 1

1

REV. PAY ITEM # & QTYVOLKERT 2-13-19

DA

TE

:D

AT

E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

SUM

MA

RY

OF

QU

AN

TITI

ES

PA

Y IT

EM N

O.

PA

Y IT

EMU

NIT

QU

AN

TITI

ES

Bri

dge

Su

mm

ary

- B

rid

ge A

- B

rid

ge A

PR

ELIM

INA

RY

FIN

AL

20

2-A

00

1R

emo

val o

f O

bst

ruct

ion

sLS

1

90

7-2

02

-B0

01

Rem

ova

l of

Bri

dge

Dec

k, H

ydro

dem

olit

ion

SY5

,55

8

90

7-2

02

-B0

02

Rem

ova

l of

Deb

ris

EA1

2

20

2-B

02

6R

emo

val o

f B

rid

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SY4

5

20

2-B

08

3R

emo

val o

f C

on

cret

e Sl

op

e P

avin

gSY

1,5

00

20

2-B

12

6R

emo

val o

f Fe

nce

, All

Typ

esLF

2,3

30

20

2-B

13

6R

emo

val o

f G

uar

d R

ail

LF4

,42

5

20

2-B

13

7R

emo

val o

f G

uar

d R

ail B

rid

ge C

on

nec

tor

EA2

4

20

2-B

14

8R

emo

val o

f G

uar

d R

ail E

nd

Sec

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n, A

ll Ty

pes

EA2

5

20

3-I

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rad

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SY1

0,8

16

20

9-A

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5G

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xtile

Sta

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on

, Typ

e V

, No

n-W

ove

nSY

5,0

75

21

3-A

00

1A

gric

ult

ura

l Lim

esto

ne

TON

3

21

9-A

00

1W

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ing

KG

AL

58

1

22

0-A

00

1In

sect

Pes

t C

on

tro

lA

CR

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22

3-A

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AC

RE

6

22

5-A

00

1G

rass

ing

AC

RE

6

23

4-A

00

1Te

mp

ora

ry S

ilt F

ence

LF7

,95

5

23

7-A

00

1W

attl

es, 1

2"

LF1

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0

24

6-A

00

2Sa

nd

bag

sEA

42

0

24

9-A

00

1R

ipra

p f

or

Ero

sio

n C

on

tro

lTO

N1

50

30

4-F

00

13

/4"

and

Do

wn

Cru

shed

Sto

ne

Bas

eTO

N6

34

OR

30

4-F

00

2Si

ze 6

10

Cru

shed

Sto

ne

Bas

eTO

N6

34

OR

30

4-F

00

3Si

ze 8

25

B C

rush

ed S

ton

e B

ase

TON

63

4

40

3-A

00

31

2.5

-mm

, ST,

Asp

hal

t P

avem

ent

TON

1,1

15

40

3-A

01

59

.5-m

m, S

T, A

sph

alt

Pav

emen

tTO

N3

23

40

3-D

00

79

.5-m

m, H

T, A

sph

alt

Pav

emen

t, P

oly

mer

Mo

dif

ied

TON

79

2

40

6-A

00

2C

old

Mill

ing

of

Bit

um

ino

us

Pav

emen

t, A

ll D

epth

sSY

13

,62

8

90

7-4

20

-A0

01

Un

der

seal

ing

Dee

p In

ject

ion

LBS

12

9,6

00

90

7-4

20

-A0

02

Un

der

seal

ing

Co

ncr

ete

Pav

emen

tLB

S7

8,0

00

60

6-B

00

1G

uar

d R

ail,

Cla

ss A

, Typ

e 1

LF4

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5

60

6-C

00

1G

uar

d R

ail,

Cab

le A

nch

or

Typ

e 1

, Met

al P

ost

EA2

5

60

6-D

00

5G

uar

d R

ail,

Bri

dge

En

d S

ecti

on

, Typ

e A

EA2

4

60

6-E

00

5G

uar

d R

ail,

Term

inal

En

d S

ecti

on

, Fla

red

EA1

2

60

6-E

00

7G

uar

d R

ail,

Term

inal

En

d S

ecti

on

, No

n-F

lare

dEA

13

60

7-A

00

26

0"

Typ

e "A

" W

ove

n W

ire

Fen

ce, w

/ B

arb

ed W

ire

as S

ho

wn

LF1

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4

60

7-B

00

11

20

" Ty

pe

I Ch

ain

Lin

k Fe

nce

, Cla

ss I

LF3

40

60

7-G

02

7G

ate,

6' x

12

' A

lum

inu

mEA

8

61

8-A

00

1M

ain

ten

ance

of

Traf

fic

LS1

61

9-A

10

03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, P

ain

tLF

11

,06

0

61

9-A

10

05

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, T

ype

1 T

ape

LF7

,52

9

61

9-A

20

03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Pai

nt

LF1

1,0

60

61

9-A

20

06

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Typ

e 1

Tap

eLF

7,5

29

Obst

ruct

ions

vary

and incl

ude h

ighw

ay

debris,

sandbags,

concr

ete

, and o

ther

mate

rials

fro

m p

ast

att

em

pts

to s

ecu

re

em

bankm

ents

that

are

ero

ded a

nd

underm

ined.

Obst

ruct

ions

incl

ude t

he

help

er

bent

at

Bridge N

o. 13706 (

NB

Talla

hatc

hie

Riv

er

Relie

f)Q

uantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

, Typ

e “

B”

shall

be

rem

ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

Incl

udes

Rem

ova

l of

Pave

d F

lum

es.

Site g

radin

g is

to b

e p

erf

orm

ed o

n

slopes

under

bridges.

Exc

ava

tion n

eeded t

o a

chie

ve c

orr

ect

gra

de t

o b

e a

bso

rbed.

SHEE

T N

UM

BER

WO

RK

ING

NU

MB

ER

MIS

SISS

IPP

I DEP

AR

TMEN

T O

F TR

AN

SPO

RTA

TIO

N

SUM

MA

RY

OF

QU

AN

TITI

ES

(BR

IDG

E IT

EMS)

PR

OJE

CT

SQ-B

R-5

DES

IGN

ERVolkert

CH

ECK

ERM.M

.

DET

AIL

ERIS

SUE

DA

TE02/13/2019

DIR

ECTO

R O

F ST

RU

CTU

RES

, STA

TE B

RID

GE

ENG

INEE

R -

JU

STIN

WA

LKER

. P.E

.

DEP

. DIR

OF

STR

UC

TUR

ES, A

SST.

STA

TE B

RID

GE

ENG

INEE

R -

SC

OTT

WES

TER

FIEL

D, P

.E.

28

NH

PP

-999

9-06

(018

)10

6720

-303

000

PA

NO

LA

CO

UN

TY

1

1 1

1 1 1

1

ADDED NOTESVOLKERT 2-13-19

DA

TE

:D

AT

E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

SUM

MA

RY

OF

QU

AN

TITI

ES

PA

Y IT

EM N

O.

PA

Y IT

EMU

NIT

QU

AN

TITI

ES

Bri

dge

Su

mm

ary

- B

rid

ge A

- B

rid

ge A

PR

ELIM

INA

RY

FIN

AL

61

9-A

30

04

Tem

po

rary

Tra

ffic

Str

ipe,

Ski

p W

hit

e, P

ain

tLF

11

,06

0

61

9-D

10

01

Stan

dar

d R

oad

sid

e C

on

stru

ctio

n S

ign

s, L

ess

than

10

Sq

uar

e Fe

etSF

22

4

61

9-D

20

01

Stan

dar

d R

oad

sid

e C

on

stru

ctio

n S

ign

s, 1

0 S

qu

are

Feet

or

Mo

reSF

3,3

88

61

9-E

10

01

Flas

hin

g A

rro

w P

anel

, Typ

e C

EA1

2

90

7-6

19

-E3

00

1C

han

geab

le M

essa

ge S

ign

EA4

61

9-F

10

01

Co

ncr

ete

Med

ian

Bar

rier

, Pre

cast

LF7

,52

9

61

9-F

20

01

Rem

ove

an

d R

eset

Co

ncr

ete

Med

ian

Bar

rier

, Pre

cast

LF7

,52

9

61

9-F

30

01

Del

inea

tors

, Gu

ard

Rai

l, W

hit

eEA

10

6

61

9-F

30

02

Del

inea

tors

, Gu

ard

Rai

l, Ye

llow

EA8

4

61

9-G

40

01

Bar

rica

des

, Typ

e III

, Do

ub

le F

aced

LF7

2

61

9-G

40

05

Bar

rica

des

, Typ

e III

, Sin

gle

Face

dLF

14

4

61

9-G

50

01

Free

Sta

nd

ing

Pla

stic

Dru

ms

EA3

20

61

9-G

70

01

War

nin

g Li

ghts

, Typ

e "B

"EA

24

62

0-A

00

1M

ob

iliza

tio

nLS

1

62

6-A

00

26

" Th

erm

op

last

ic D

ou

ble

Dro

p T

raff

ic S

trip

e, S

kip

Wh

ite

LF5

,53

0

62

6-C

00

16

" Th

erm

op

last

ic D

ou

ble

Dro

p E

dge

Str

ipe,

Co

nti

nu

ou

s W

hit

eLF

5,5

30

62

6-F

00

26

" Th

erm

op

last

ic D

ou

ble

Dro

p E

dge

Str

ipe,

Co

nti

nu

ou

s Ye

llow

LF5

,53

0

62

7-K

00

1R

ed-C

lear

Ref

lect

ive

Hig

h P

erfo

rman

ce R

aise

d M

arke

rsEA

14

4

63

0-G

00

3Ty

pe

3 O

bje

ct M

arke

rs, O

M-3

L, P

ost

Mo

un

ted

EA1

2

63

0-G

00

7Ty

pe

3 O

bje

ct M

arke

rs, O

M-3

R,

Po

st M

ou

nte

dEA

12

90

7-8

04

-O0

01

Bri

dge

Dec

k O

verl

ay C

on

cret

eC

Y5

30

90

7-8

08

-A0

02

Join

t R

epai

r w

ith

Ep

oxy

LF6

84

90

7-8

23

-A0

01

Pre

form

ed J

oin

t Se

al, T

ype

ILF

15

6

90

7-8

24

-PP

00

5B

rid

ge R

epai

r, E

po

xy R

epai

rC

F6

4

90

7-8

24

-PP

00

6B

rid

ge R

epai

r, R

epai

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d C

lose

Acc

ess

Hat

ches

EA1

0

90

7-8

24

-PP

00

6B

rid

ge R

epai

r, T

emp

ora

ry S

ho

rin

gEA

12

90

7-8

24

-PP

00

6B

rid

ge R

epai

r, C

lean

Ben

t C

aps

EA5

0

90

7-8

24

-PP

00

6B

rid

ge R

epai

r, R

epla

cem

ent

of

Bea

rin

gsEA

16

0

90

7-8

24

-PP

00

6B

rid

ge R

epai

r, S

eism

ic R

etro

fit

(Ste

el B

eari

ng

Exte

nsi

on

- T

ype

I)EA

60

90

7-8

24

-PP

00

8B

rid

ge R

epai

r, E

nd

Wal

l Rep

air

LF7

36

90

7-8

24

-PP

00

8B

rid

ge R

epai

r, C

on

cret

e R

ailin

gLF

55

90

7-8

24

-PP

00

8B

rid

ge R

epai

r, E

po

xy C

rack

Rep

air

LF1

20

90

7-8

32

-PP

00

3C

on

cret

e M

atSY

10

,81

6

Quantity

for

Pay I

tem

No. 619-D

1001

and 6

19-D

2001 incl

ude t

he R

oad W

ork

Ahead s

igns

pla

ced a

t th

e b

egin

nin

g a

nd

the E

nd C

onst

ruct

ion s

igns

pla

ced a

t th

e

end o

f each

bridge a

nd f

or

Road W

ork

Ahead s

igns

on r

oads

cross

ing u

nder

the

Inte

rsta

te b

ridges.

In

additio

n, th

ese

pay ite

ms

incl

ude p

aym

ent

for

all

signs

incl

uded in T

CP-4

for

one c

losu

re p

er

bridge. Sig

ns

that

are

rem

ove

d a

nd

rese

t fo

r pro

ceedin

g p

hase

s of

const

ruct

ion w

ill b

e a

bso

rbed in

Main

tenance

of

Tra

ffic

, Pay I

tem

No.

618-A

001.

Quantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

, Typ

e “

B”

shall

be

rem

ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

Bid

Ite

m 9

07-8

24-P

P006 B

ridge R

epair,

Seis

mic

Retr

ofit

(Ste

el Bearing E

xtensi

on

- Typ

e I

) in

cludes:

the L

am

inate

d P

ad,

fabrica

ted S

teel Ass

em

bly

anch

ore

d (

as

speci

fied b

y M

anufa

cture

r) a

nd a

ny

and

all

oth

er

pro

tect

ion,

means,

and

meth

ods

for

the c

onst

ruct

ion a

s per

pla

ns.

SHEE

T N

UM

BER

WO

RK

ING

NU

MB

ER

MIS

SISS

IPP

I DEP

AR

TMEN

T O

F TR

AN

SPO

RTA

TIO

N

SUM

MA

RY

OF

QU

AN

TITI

ES

(BR

IDG

E IT

EMS)

PR

OJE

CT

SQ-B

R-6

DES

IGN

ERVolkert

CH

ECK

ERM.M

.

DET

AIL

ERIS

SUE

DA

TE02/13/2019

DIR

ECTO

R O

F ST

RU

CTU

RES

, STA

TE B

RID

GE

ENG

INEE

R -

JU

STIN

WA

LKER

. P.E

.

DEP

. DIR

OF

STR

UC

TUR

ES, A

SST.

STA

TE B

RID

GE

ENG

INEE

R -

SC

OTT

WES

TER

FIEL

D, P

.E.

29

NH

PP

-999

9-06

(018

)10

6720

-303

000

PA

NO

LA

CO

UN

TY

1

1

REV. QTY.VOLKERT 2-13-19

DA

TE

:D

AT

E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

SUM

MA

RY

OF

QU

AN

TITI

ES

PA

Y IT

EM N

O.

PA

Y IT

EMU

NIT

QU

AN

TITI

ES

Bri

dge

Su

mm

ary

- B

rid

ge A

- B

rid

ge A

PR

ELIM

INA

RY

FIN

AL

20

2-A

00

1R

emo

val o

f O

bst

ruct

ion

sLS

1

90

7-2

02

-B0

01

Rem

ova

l of

Bri

dge

Dec

k, H

ydro

dem

olit

ion

SY2

,41

4

90

7-2

02

-B0

02

Rem

ova

l of

Deb

ris

EA4

20

2-B

02

6R

emo

val o

f B

rid

ge D

eck

SY2

2

20

2-B

08

3R

emo

val o

f C

on

cret

e Sl

op

e P

avin

gSY

50

0

20

2-B

12

6R

emo

val o

f Fe

nce

, All

Typ

esLF

64

3

20

2-B

13

6R

emo

val o

f G

uar

d R

ail

LF1

,40

0

20

2-B

13

7R

emo

val o

f G

uar

d R

ail B

rid

ge C

on

nec

tor

EA8

20

2-B

14

8R

emo

val o

f G

uar

d R

ail E

nd

Sec

tio

n, A

ll Ty

pes

EA8

20

3-I

00

2Si

te G

rad

ing

SY2

,76

6

20

9-A

00

5G

eote

xtile

Sta

bili

zati

on

, Typ

e V

, No

n-W

ove

nSY

1,6

80

21

3-A

00

1A

gric

ult

ura

l Lim

esto

ne

TON

1

21

9-A

00

1W

ater

ing

KG

AL

19

4

22

0-A

00

1In

sect

Pes

t C

on

tro

lA

CR

E2

22

3-A

00

1M

ow

ing

AC

RE

2

22

5-A

00

1G

rass

ing

AC

RE

2

23

4-A

00

1Te

mp

ora

ry S

ilt F

ence

LF2

,64

0

23

7-A

00

1W

attl

es, 1

2"

LF6

40

24

6-A

00

2Sa

nd

bag

sEA

14

0

24

9-A

00

1R

ipra

p f

or

Ero

sio

n C

on

tro

lTO

N5

0

30

4-F

00

13

/4"

and

Do

wn

Cru

shed

Sto

ne

Bas

eTO

N2

10

OR

30

4-F

00

2Si

ze 6

10

Cru

shed

Sto

ne

Bas

eTO

N2

10

OR

30

4-F

00

3Si

ze 8

25

B C

rush

ed S

ton

e B

ase

TON

21

0

40

3-A

00

31

2.5

-mm

, ST,

Asp

hal

t P

avem

ent

TON

11

2

40

3-A

01

59

.5-m

m, S

T, A

sph

alt

Pav

emen

tTO

N1

12

40

6-A

00

2C

old

Mill

ing

of

Bit

um

ino

us

Pav

emen

t, A

ll D

epth

sSY

1,3

07

90

7-4

20

-A0

01

Un

der

seal

ing

Dee

p In

ject

ion

LBS

43

,20

0

90

7-4

20

-A0

02

Un

der

seal

ing

Co

ncr

ete

Pav

emen

tLB

S2

6,0

00

60

6-B

00

1G

uar

d R

ail,

Cla

ss A

, Typ

e 1

LF1

,40

0

60

6-C

00

1G

uar

d R

ail,

Cab

le A

nch

or

Typ

e 1

, Met

al P

ost

EA8

60

6-D

00

5G

uar

d R

ail,

Bri

dge

En

d S

ecti

on

, Typ

e A

EA8

60

6-E

00

5G

uar

d R

ail,

Term

inal

En

d S

ecti

on

, Fla

red

EA4

60

6-E

00

7G

uar

d R

ail,

Term

inal

En

d S

ecti

on

, No

n-F

lare

dEA

4

60

7-A

00

26

0"

Typ

e "A

" W

ove

n W

ire

Fen

ce, w

/ B

arb

ed W

ire

as S

ho

wn

LF5

59

60

7-B

00

11

20

" Ty

pe

I Ch

ain

Lin

k Fe

nce

, Cla

ss I

LF6

0

60

7-G

02

7G

ate,

6' x

12

' A

lum

inu

mEA

2

61

8-A

00

1M

ain

ten

ance

of

Traf

fic

LS1

61

9-A

10

03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, P

ain

tLF

1,6

68

61

9-A

10

05

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s W

hit

e, T

ype

1 T

ape

LF2

,62

2

61

9-A

20

03

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Pai

nt

LF1

,66

8

61

9-A

20

06

Tem

po

rary

Tra

ffic

Str

ipe,

Co

nti

nu

ou

s Ye

llow

, Typ

e 1

Tap

eLF

2,6

22

61

9-A

30

04

Tem

po

rary

Tra

ffic

Str

ipe,

Ski

p W

hit

e, P

ain

tLF

1,6

68

Obst

ruct

ions

vary

and incl

ude h

ighw

ay

debris,

sandbags,

concr

ete

, and o

ther

mate

rials

fro

m p

ast

att

em

pts

to s

ecu

re

em

bankm

ents

that

are

ero

ded a

nd

underm

ined.

Obst

ruct

ions

incl

ude t

he

help

er

bent

at

Bridge N

o. 13706 (

NB

Talla

hatc

hie

Riv

er

Relie

f)Q

uantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

ights

, Typ

e “

B”

shall

be

rem

ove

d a

nd r

ese

t. T

his

will

be p

aid

usi

ng p

ay ite

m n

o.

618-A

001.

Incl

udes

Rem

ova

l of

Pave

d F

lum

es.

Site g

radin

g is

to b

e p

erf

orm

ed o

n

slopes

under

bridges.

Exc

ava

tion n

eeded t

o a

chie

ve c

orr

ect

gra

de t

o b

e a

bso

rbed.

SHEE

T N

UM

BER

WO

RK

ING

NU

MB

ER

MIS

SISS

IPP

I DEP

AR

TMEN

T O

F TR

AN

SPO

RTA

TIO

N

SUM

MA

RY

OF

QU

AN

TITI

ES

(BR

IDG

E IT

EMS)

PR

OJE

CT

SQ-B

R-7

DES

IGN

ERVolkert

CH

ECK

ERM.M

.

DET

AIL

ERIS

SUE

DA

TE02/13/2019

DIR

ECTO

R O

F ST

RU

CTU

RES

, STA

TE B

RID

GE

ENG

INEE

R -

JU

STIN

WA

LKER

. P.E

.

DEP

. DIR

OF

STR

UC

TUR

ES, A

SST.

STA

TE B

RID

GE

ENG

INEE

R -

SC

OTT

WES

TER

FIEL

D, P

.E.

30

NH

PP

-999

9-06

(018

)10

6720

-304

000

TA

TE

CO

UN

TY

1

1 1

1 1 1

1 ADDED NOTESVOLKERT 2-13-19

DA

TE

:D

AT

E:

DA

TE

:11/05/2018

tballard

New Stamp

STATE

PRO

JECT N

O.

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

MIS

SN

HPP-9

999-0

6(0

18)

SUM

MA

RY

OF

QU

AN

TITI

ES

PA

Y IT

EM N

O.

PA

Y IT

EMU

NIT

QU

AN

TITI

ES

Bri

dge

Su

mm

ary

- B

rid

ge A

- B

rid

ge A

PR

ELIM

INA

RY

FIN

AL

61

9-D

10

01

Stan

dar

d R

oad

sid

e C

on

stru

ctio

n S

ign

s, L

ess

than

10

Sq

uar

e Fe

etSF

75

61

9-D

20

01

Stan

dar

d R

oad

sid

e C

on

stru

ctio

n S

ign

s, 1

0 S

qu

are

Feet

or

Mo

reSF

1,2

36

61

9-E

10

01

Flas

hin

g A

rro

w P

anel

, Typ

e C

EA4

90

7-6

19

-E3

00

1C

han

geab

le M

essa

ge S

ign

EA2

61

9-F

10

01

Co

ncr

ete

Med

ian

Bar

rier

, Pre

cast

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66

Quantity

for

Pay I

tem

No. 619-D

1001

and 6

19-D

2001 incl

ude t

he R

oad W

ork

Ahead s

igns

pla

ced a

t th

e b

egin

nin

g a

nd

the E

nd C

onst

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igns

pla

ced a

t th

e

end o

f each

bridge a

nd f

or

Road W

ork

Ahead s

igns

on r

oads

cross

ing u

nder

the

Inte

rsta

te b

ridges.

In

additio

n, th

ese

pay ite

ms

incl

ude p

aym

ent

for

all

signs

incl

uded in T

CP-4

for

one c

losu

re p

er

bridge. Sig

ns

that

are

rem

ove

d a

nd

rese

t fo

r pro

ceedin

g p

hase

s of

const

ruct

ion w

ill b

e a

bso

rbed in

Main

tenance

of

Tra

ffic

, Pay I

tem

No.

618-A

001.

Quantity

for

Pay I

tem

s 619-E

1001,

619-

F1001, and 6

19-G

7001 incl

ude T

C ite

ms

needed f

or

one lane c

losu

re p

er

bridge.

Pay I

tem

619-F

3001 s

hall

be u

sed f

or

rem

ovi

ng a

nd r

ese

ttin

g c

oncr

ete

media

n

barr

ier.

Fla

shin

g A

rrow

Panel, T

ype C

and W

arn

ing L

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e “

B”

shall

be

rem

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d a

nd r

ese

t. T

his

will

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S E C T I O N 9 0 5 -- P R O P O S A L...

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