W912BU-09-B-0002-Amnd0001 spec.pdf

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC:MICHELLE L. JOHNSON

WANAMAKER BLDG

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W25PHS81220183

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

THIS AMENDMENT EXTENDS THE BID OPENING DATE TO 22 JANUARY 2009 AT 2:00 P.M.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BU-09-B-0002

X 9B. DATED (SEE ITEM 11)

24-Nov-2008

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 0 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required) Approach Roadway Replacement, Summit Bridge, Phase II, Inland Waterway, Delaware River to Chesapeake Bay, Delaware and Maryland

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

2. AMENDMENT/MODIFICATION NO.

10A. MOD. OF CONTRACT/ORDER NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-Jan-2009

CODE

4. REQUISITION/PURCHASE REQ. NO.

CODE

US ARMY ENGINEER DIS RICT, PHILADELPHIAT

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU E5CTCMLJ7. ADMINISTERED BY (If other than item 6)

CODE FACILITY CODE

EMAIL:TEL:

This page was intentionally left blank for duplex printing.

Invitation for Bids

W912BU-09-B-0002

14. DESCRIPTION OF AMENDMENT (continued)

a. CONTRACT DRAWINGS: Please delete the following drawings in their entirety and substitute revised drawings with the same numbers (13 sheets), annotated Amendment No. 0001, attached hereto: 64023, 64024, 64025, 64030, 64031, 64032, 64037, 64038, 64041, 64045, 64047, 64050, RD-6.

b. BIDDING SCHEDULE: Please delete Bidding Schedule in its entirety and substitute revised Bidding Schedule (3 pages), annotated Amendment No. 0001, attached hereto.

c. TECHNICAL SPECIFICATIONS:

(1) Project Table of Contents: Please delete the Project Table of Contents in its entirety and substitute revised Project Table of Contents, annotated Amendment No.

0001, attached hereto.

(2) Section 01 10 00 – SUMMARY OF WORK: Please delete Section 01 10 00 in its entirety and substitute revised Section 01 10 00, annotated Amendment No. 0001, attached hereto.

(3) Section 01 33 00 – SUBMITTAL PROCEDURES: Please delete the Submittal Register on pages 13 through 20 in their entirety and substitute revised pages, annotated Amendment No. 0001, attached hereto.

(4) Section 01 50 00 – TEMPORARY CONSTRUCTION: Please delete pages 2 through 5 in their entirety and substitute revised pages , annotated Amendment No. 0001,

(5) Section 01 55 00 – TRAFFIC CONTROL: Please delete pages 2 through 7 in their entirety and substitute revised pages, annotated Amendment No. 0001, attached hereto.

(6) Section 31 00 00 – EARTHWORK: Please delete Section 31 00 00 in its entirety and substitute revised Section 31 00 00, annotated Amendment No. 0001,

(7) Section 31 05 19 – GEOTEXTILE: Please delete pages 4 and 5 in their entirety and substitute revised pages, annotated Amendment No. 0001, attached hereto.

(8) Section 32 01 00 - BITUMINOUS SHOULDERS, AND CONCRETE

CURBS AND GUTTER: Please delete Section 32 01 00 in its entirety and substitute revised Section 32 01 00 – BITUMINOUS SHOULDERS, CONCRETE CURBS AND GUTTERS, AND CONCRETE MEDIAN, annotated Amendment No. 0001, attached hereto.

Amendment No. 0001

(9) Section 32 01 19 – JOINT SEALANTS: Please delete Section 32 01 19 in its entirety and substitute revised Section 32 01 19, annotated Amendment No. 0001,

(10) Section 32 11 00 – RAPID DRAINING MATERIAL (RDM): Please delete page 1 in its entirety and substitute revised page 1, annotated Amendment No. 0001,

(11) Section 32 11 10 – PERMEABLE ASPHALT TREATED BASE (PATB):

Please delete Section 32 11 10 in its entirety and substitute revised Section 32 11 10, annotated Amendment No. 0001, attached hereto.

(12) Section 32 11 15 - DENSE GRADED AGGREGATE (DGA): Please delete

Section 32 11 15 in its entirety and substitute revised Section 32 11 15, annotated Amendment No. 0001, attached hereto.

(13) Section 32 13 14 – CONCRETE PAVING: Please delete Section 32 13 14 in its entirety and substitute revised Section 32 13 14, annotated Amendment No. 0001,

(14) Section 32 17 23 – PAVEMENT MARKINGS: Please delete Section 32 17

23 in its entirety and substitute revised Section 32 17 23, annotated Amendment No.

0001, attached hereto.

(15) Section 34 71 00 – GUARDRAIL: Please delete Section 34 71 00 in its entirety and substitute revised Section 34 71 00, annotated Amendment No. 0001, attached hereto.

00010-3

BIDDING SCHEDULE

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

BASE BID:

1. Traffic Control 1 Job LS $

2. Demolition 1 Job LS $

3. Excavation 2,010 CY $ $

4. Geotextile 8,910 SY $ $

5. Geogrid 2,320 SY $ $

6. Underdrain System 1,604 LF $ $

7. Dense Graded Aggregate (DGA) 1,160 CY $ $

8. Rapid Draining Material (RDM) 700 CY $ $

9. Concrete Pavement 1,188 CY $ $

10. Bituminous Shoulders 305 CY $ $

11. Shoulder Subbase 330 CY $ $

12. Concrete Curb and Gutter 1,600 LF $ $

13. Unsatisfactory Material Removal and Replacement 200 CY $ $

14. Pavement Markings 3,600 LF $ $

15. Inlets 5 Each $ $

16. Stormwater Laterals 175 LF $ $

17. Guardrail 1 Job LS $

18. State Police Support 1 Job LS $

19. Joint Sealant- Southbound Side 3,822 LF $ $

TOTAL ESTIMATED BASE BID AMOUNT: $

00010-4

OPTION 1:

20. Traffic Control 1 Job LS $

21. Demolition 1 Job LS $

22. Excavation 2,770 CY $ $

23. Geotextile 12,290 SY $ $

24. Geogrid 3,200 SY $ $

25. Underdrain System 2,112 LF $ $

26. Dense Graded Aggregate (DGA) 1,820 CY $ $

27. Permeable Asphalt Treated Base 45 CY $ $

(PATB)

28. Rapid Draining Material (RDM) 960 CY $ $

29. Concrete Pavement 1,775 CY $ $

30. Bituminous Shoulders 420 CY $ $

31. Shoulder Subbase 455 CY $ $

32. Concrete Curb and Gutter 2,212 LF $ $

33. Unsatisfactory Material Removal and Replacement 280 CY $ $

34. Pavement Markings 4,975 LF $ $

35. Inlets 7 Each $ $

36. Stormwater Laterals 245 LF $ $

37. P.C.C. Curb, Type 2 904 LF $ $

38. Sidewalk, 6” 200 SY $ $

39. Median Attenuator 1 Each $ $

40. Guardrail 1 Job LS $

41. State Police Support 1 Job LS $

TOTAL ESTIMATED OPTION 1 AMOUNT: $

00010-5

OPTION 2:

42. Traffic Control 1 Job LS $

43. Demolition 1 Job LS $

44. Excavation 11,106 CY $ $

45. Geotextile 15,467 SY $ $

46. Underdrain System 3,570 LF $ $

47. Dense Graded Aggregate (DGA) 5,068 CY $ $

48. Permeable Asphalt Treated Base

(PATB) 1,684 CY $ $

49. Concrete Pavement 4,400 CY $ $

50. Unsatisfactory Material Removal and Replacement 100 CY $ $

51. Pavement Markings (4”) 10,320 LF $ $

52. Pavement Markings (12”) 266 LF $ $

53. Pavement Markings (Symbols) 93 SF $ $

54. P.C.C. Curb, Type 2 160 LF $ $

55. Sidewalk, 6” 40 SY $ $

56. Median Barrier 1 Job LS $

57. Median Attenuator 1 EA $ $

58. State Police Support 1 Job LS $

TOTAL ESTIMATED OPTION 2 AMOUNT: $

TOTAL ESTIMATED BASE BID, OPTION 1, AND OPTION 2 AMOUNT: $

NOTE: BIDDERS MUST BID ON ALL LINE ITEMS

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 32 00 PROJECT SCHEDULE

01 32 10 SURVEY REQUIREMENTS

01 32 35 CONSTRUCTION PHOTOGRAPHY

01 33 00 SUBMITTAL PROCEDURES

01 35 00 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION

01 55 00 TRAFFIC CONTROL

01 57 00 ENVIRONMENTAL PROTECTION

01 78 00 AS-BUILT DRAWINGS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 21 GEOGRID SOIL REINFORCEMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 00 BITUMINOUS SHOULDERS, CONCRETE CURBS AND GUTTERS, AND

CONCRETE MEDIAN

32 01 19 JOINT SEALANTS

32 11 00 RAPID DRAINING MATERIAL (RDM)

32 11 10 PERMEABLE ASPHALT TREATED BASE (PATB)

32 11 15 DENSE GRADED AGGREGATE (DGA)

32 13 14 CONCRETE PAVEMENT

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 44 00 STORMWATER LATERALS AND INLETS

33 46 00 UNDERDRAIN SYSTEM

DIVISION 34 - TRANSPORTATION

34 71 00 GUARDRAIL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE OF SECTION

This section presents a general description of the work to be accomplished under this contract on the approach roadways at Summit Bridge located on U.S. Route 301/896 in Summit Delaware.

1.2 DESCRIPTION OF BASE BID WORK

The Base Bid work requires replacement of the northbound lanes on the north side of Summit Bridge and joint sealant on the southbound side between stations shown on the drawings. The major items of work to be performed under the Base Bid of this contract include, but are not limited to, the following:

a. Provide all traffic control in accordance with a Contractor-prepared, DelDOT approved, traffic control plan.

b. Saw and seal longitudinal joint between bituminous shoulder and outer travel lane on the southbound side to the extent shown on the drawings (includes both Base Bid and Option 1 roadway extents). This work shall be completed and accepted prior to proceeding with work on the northbound side.

c. Provide for erosion control and stormwater management.

d. Demolish the existing bituminous asphalt roadway topping, bituminous shoulder and median patch and the existing concrete roadway slab and curbs, and guardrail.

e. Remove and replace existing stormwater drainage laterals, inlets and grates.

f. Install underdrain system, geotextile, shoulder subbase (bituminous concrete millings), RDM layer, shoulder geogrid, DGA layers, concrete roadway slab, bituminous concrete shoulders, curbs and gutters, and guardrail.

g. Provide pavement markings.

1.3 DESCRIPTION OF OPTION 1 WORK

The Option 1 work requires replacement of the northbound lanes on the south side of Summit Bridge between stations shown on the drawings. The major items of work to be performed under Option 1 of this contract (if awarded) include, but are not limited to, the following:

a. Provide all traffic control in accordance with a Contractor-prepared, DelDOT approved, traffic control plan.

b. Provide for erosion control and stormwater management.

Section 01 10 00 Page 1

c. Demolish the existing bituminous asphalt roadway topping, bituminous shoulder and median patch and the existing concrete roadway slab and curbs, and guardrail.

d. Remove and replace existing stormwater laterals, inlets and grates.

e. Install underdrain system, geotextile, shoulder subbase (bituminous concrete millings), RDM layer, shoulder geogrid, DGA layers, concrete roadway slab, bituminous concrete shoulders, curbs and gutters, and guardrail.

f. Provide pavement markings.

1.4 DESCRIPTION OF OPTION 2 WORK

The Option 2 work requires replacement of the northbound lanes on the north side of Summit Bridge between stations shown on the drawings.. The major items of work to be performed under Option 2 of this contract (if awarded) include, but are not limited to, the following:

a. Provide all traffic control in accordance with a Contractor-prepared, DelDOT approved, traffic control plan.

b. Provide for erosion control and stormwater management.

c. Demolish the existing bituminous asphalt roadway topping, the existing concrete roadway slab and bituminous shoulder.

d. Install underdrain system, geotextile, DGA layer, permeable asphalt treated base, concrete roadway slab and concrete shoulder.

e. Provide pavement markings.

1.5 REQUIRED ORDER OF WORK

Base Bid work shall begin with work required on the southbound side of the roadway. The Contractor shall follow the Detailed Order-of-Work as specified in Section 31 00 00, EARTHWORK for northbound roadway replacement work.

1.6 PROTECTION OF EXISTING AND NEW UTILITIES

The Contractor shall conduct his operations to ensure protection of existing and new utilities, particularly during all required proofrolling operations.

1.7 SITE VISIT

Prospective bidders are invited to visit the site of the work to acquaint themselves with the site conditions and any potential problems incident to the prosecution of the work. The site visit is scheduled for Tuesday, 11 December 2008, 9:00 am. Safety vest, hard hat and safety boots are required.

Section 01 10 00 Page 2

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

Section 01 10 00 Page 3

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Amendment No. 0001

01 33 00 - 20

SECTION 01 50 00

TEMPORARY CONSTRUCTION

PART 1 GENERAL

1.1 SCOPE OF SECTION

The work covered by this section consists of furnishing all labor, materials, plant and equipment, and performing all operations required for the construction of storage areas, and service facilities needed for execution and completion of the work, including the provisions of a Contractor field office,and a Government field office at the work site.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

DELAWARE DEPARTMENT OF TRANSPORTATION (DelDOT)

Standard Specifications (August 2001) Specifications for Road and Bridge Construction

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

NOTE: Any submittals classified as "SD-01 Preconstruction Submittals" are submittals required to be submitted to, and approved by, the office indicated prior to mobilization to the contract work site. All other submittals, classified as "SD-02" through "SD-11," shall be submitted to, and approved or reviewed by, the office indicated prior to commencing the particular task to which the submittal is associated.

SD-01 Preconstruction Submittals

Temporary Facilities Plan; G,COR.

The Contractor shall submit to the Contracting Officer for approval its plans showing the layout and details of all temporary facilities to be used for this contract, including proposed alignment of all safety fencing.

1.4 ACCESS

The Contractor shall provide the public with access to private and commercial properties.

Section 01 50 00 Page 1

PART 2 PRODUCTS

2.1 WEATHER INSTRUMENTS

2.1.1 Rain and Snow Gage

National Weather Service standard gage with stand and wind screen. The gage shall be designed to measure both rain and snow, shall be manufactured of copper and brass, and shall contain a funnel, inner tube, outer cylinder and dipstick. The wind screen shall have four 2-foot high legs and consist of 32 free-swinging leaves evenly spaced around a 48-inch diameter ring.

2.1.2 Thermometer

Minimum/maximum outdoor type with instrument shelter. The thermometer shall be mercury filled and designed to indicate minimum, maximum, and current temperatures from -40 to 130 degrees F. The instrument shelter shall be constructed of wood with louvered front and sides, shall be painted white, and shall have a keyed lock.

2.2 GOVERNMENT FIELD OFFICE

The Government field office trailer to be provided by the Contractor shall be new or recently renovated to a like-new condition subject to the approval of the Contracting Officer. The Government field office shall have a minimum floor area of 720 square feet, two locking doors, and partitioned restroom facilities. The trailer shall have sufficient lighting to supply 150 foot-candles at the desk top level and shall be supplied with 110 volt and 220 volt electrical outlets as required for heating, air conditioning, lighting, water cooler, and other accessories.

2.2.1 Office Equipment

The following office equipment shall be provided by the Contractor for the Government field office trailer:

a. Two desks having 60-inch by 30-inch tops, with lockable drawers;

two swivel chairs; and two tables with 60-inch by 30-inch laminated tops;

b. One 96-inch by 48-inch conference table with ten chairs;

c. Telephones: Three telephone lines, including one dedicated line for the fax machine, as specified below for the fax machine;

d. Two fire resistant, four-drawer, lockable legal size filling cabinet, two sets;

e. Shelf set, two shelves high, each measuring 12-inch deep by 3-feet long, one per desk;

f. Three waste baskets;

g. Electric water cooler and bottled water service for the life of the contract;

h. Vertical filing plan rack for two sets of 28-inch by 40-inch drawings, each rack;

Section 01 50 00 Page 2

i. Two portable two-way radios with chargers, Motorola Triton MP+, or approved equal, and shall operate on the Contractor`s working frequencies;

j. Countertop microwave oven, with digital display, turntable, interior light, and a minimum 0.6 cubic feet capacity;

k. Compact refrigerator, with 1.58 cubic foot capacity, and ice tray;

NOTE: All office equipment shall be new.

2.3 PROJECT AND SAFETY SIGNS

The Contractor shall provide and erect at locations designated by the Contracting Officer, the project and safety signs shown on the sketches attached to this section. The sign shall indicated that the construction is supervised by "U S Army Corps of Engineers, Philadelphia District." The project title shall be as indicated on the cover of these specifications.

Instead of "Consulting Engineer," the Contractor shall indicate the "Project Sponsor" as "The State of Delaware."

2.4 SECURITY FENCING

Chain link fence and all necessary components for security fencing shall be as specified in Section 825.03 of the Standard Specifications.

PART 3 EXECUTION

3.1 TEMPORARY CONSTRUCTION

3.1.1 General

The Contractor may construct within the work area indicated on the contract drawings, subject to the approval of the Contracting Officer, stockpile areas and on-site plant and facilities as needed for the execution of the work.

3.1.2 Restoration of Work Site

Removal of all temporary construction and restoration of the work site upon completion of the contract shall be in accordance with the requirements of Section 01 57 00 ENVIRONMENTAL PROTECTION.

3.2 CONTRACTOR'S PROJECT OFFICES

The Contractor shall establish at the Summit Bridge work site, in the locations indicated on the contract drawings, a project office equipped and staffed to efficiently conduct the work under this contract and provide essential information to the Contracting Officer or its authorized representative. The Contractor shall keep at all times at its office a copy of all drawings, specifications, and other pertinent information, and shall at all times give the Contracting Officer access thereto. The Contractor's office shall be equipped with telephone facilities which shall be available for use by the Contracting Officer.

3.3 GOVERNMENT FIELD OFFICE

The Contractor shall provide and maintain a field office at the project

Section 01 50 00 Page 3 site for the sole use of the Contracting Officer's Representatives (COR).

The office shall be complete and ready for occupancy not later than 30 days after receipt of Notice to Proceed.

a. The Contractor shall provide the trailer at the work site with adequate heat, light, electricity, air conditioning, water, toilet and lavatory facilities. (Toilet and lavatory facilities shall be inside trailer) The Contractor shall provide potable water, treatment of sewage, and electric and telephone services, all in accordance with applicable local municipal, county and State codes. All utility costs arising from the use of these utilites shall be borne by the Contractor. No utilities are availabe at the staging areas.

b. The trailer shall be placed on concrete block supports, leveled and tied down to withstand wind loads. A corrugated metal curtain shall be installed around the perimeter of the trailer from floor level to the ground. The curtain shall be firmly attached to withstand appropriate wind loads. All water piping and all waste piping shall be adequately supported and insulated.

c. The Contractor shall provide all janitorial supplies and services for the trailer complex to include as a minimum, weekly sweeping, dusting, emptying of waste baskets, trash collection, and servicing of toilets and monthly mopping of all floors, sterilization of toilet seats, waxing of all tile floors and washing of windows. The Contractor shall also provide for major maintenance to the trailer and its utilities.

d. The Contractor shall provide the above described facilities, equipment, and services for the life of the contract.

3.4 SECURITY FENCE

The Contractor shall erect a security fence to enclose the Contractor`s project office, the Government field office, and the Contractor's staging area(s). These areas shall be lighted during hours of darkness. This fence shall enclose and shall include appropriate gates with locks for both vehicles and employees. Posts shall be installed at maximum 10-foot intervals in the ground. Installation of all security fencing materials shall be in accordance with the fence manufacturer's printed instructions.

3.5 WEATHER INSTRUMENTS

The Contractor shall provide and maintain at the work site in locations determined by the Contracting Officer, weather instruments consisting of a rain and snow gage with stand and a thermometer with instrument shelter.

The Contractor shall take daily readings of precipitation and the minimum and maximum temperatures, and shall record such information on the Contractor Quality Control Reports as required under Section 01 45 00 CONTRACTOR QUALITY CONTROL. This information will be used by the Contracting Officer as the basis for determining if the Contractor is entitled to a time extension for unusually severe weather in accordance with Special Clause: "Time Extensions for Unusually Severe Weather." The Contracting Officer will also consider other climatological factors such as abnormally high tides and excessive sustained wind velocities when evaluating possible time extensions.

Section 01 50 00 Page 4

3.6 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the work specified in this section and all costs in connection therewith shall be included in the costs of all the bid items.

-- End of Section --

Section 01 50 00 Page 5

SECTION 01 55 00

TRAFFIC CONTROL

PART 1 GENERAL

1.1 SCOPE OF SECTION

The work covered by this section consists of furnishing all labor, materials, plant and equipment, and performing all operations required for the maintenance and protection of vehicular traffic passing through the contract work areas and contractor access to work and staging areas.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

DELAWARE DEPARTMENT OF TRANSPORTATION (DelDOT)

Standard Specifications (August 2001) Specifications for Road and Bridge Construction

Traffic Control Manual (August 2008, latest revision) Manual on Uniform Traffic Control Devices (MUTCD)

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

FHWA SA-89-006 (1988) Manual on Uniform Traffic Control Devices for Streets and Highways

NCHRP 350 National Cooperative Highway Research Program Report 350, Recommended Procedures for the Safety Performance Evaluation of Highway Features

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

NOTE: Any submittals classified as "SD-01 Preconstruction Submittals" are submittals required to be submitted to, and approved by, the office indicated prior to mobilization to the contract work site. All other submittals, classified as "SD-02" through "SD-11," shall be submitted to, and approved or reviewed by, the office indicated prior to commencing the particular task to which the submittal is associated.

SD-01 Preconstruction Submittal

Traffic Control Plan

The Contractor shall develop and submit a Traffic Control Plan in accordance with the provisions of the Traffic Control Manual to

Section 01 55 00 Page 1 the Delaware Department of Transportation for approval by the Chief Traffic Engineer. The plan shall include, but not be limited to: the lane closure schedule; proposed signage; temporary pavement markings;alternate routes; sign placement locations;

variable message signs' locations and wording at each location;

barrier placement and spacing; wide load detour plan and proposed signage; standards being used, POC's notified, including 911 centers; POC method of contacting Contractor; procedures for giving emergency vehicles the right-of way; device (dedicated telephone number or travel advisory radio) to provide continuous travel advisory information to the public. The plan shall cover traffic control for vehicular traffic passing through the work area as well as contractor vehicle access to the work and staging areas.Two copies of the approved Traffic Control Plan shall be submitted to the Contracting Officer prior to the start of work.

SD-07 Certificates

Traffic Control Device Certification; G,COR.

The Contractor shall submit written certification that all traffic control devices conform to the requirements of the Delaware Traffic Control Manual.

Traffic Control Supervisor; G,COR.

The Contractor shall submit a copy of ATSSA certification for the traffic control supervisor.

Flagger Certification; G,COR.

The Contractor shall submit a copy of all flagger certifications.

1.4 QUALIFICATIONS

The Contractor must provide a traffic control supervisor in accordance with Section 01 45 00 QUALITY CONTROL. The traffic control supervisor must be certified by the American Traffic Safety Services Association (ATSSA) as a Traffic Control Supervisor before the day of bid opening. This certification must be full and not interim. The Traffic Control Supervisor must remain so certified for the duration of the project. The Traffic Control Supervisor shall be on-site during all modifications to traffic control. The Traffic Control Supervisor shall be available for the duration of the contract to address any traffic control issues that arise as construction progresses.

PART 2 PRODUCTS

2.1 EQUIPMENT

Traffic control devices (signs, lights, reflectors, barricades, etc.) shall conform to the requirements of the Standard Specifications, Delaware Traffic Control Manual, and as the DelDOT Assistant Director, Traffic may direct for the safety of the traveling public and protection of the work area.

Section 01 55 00 Page 2

2.1.1 Temporary Pavement Markings

Temporary pavement markings shall be preformed tape, as specified in Section 32 17 23 PAVEMENT MARKINGS.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Points of Contact

Points of contact are:

a. Delaware Department of Transportation:

Mr. Jason Durham Northern Delaware Traffic Control Phone:(302) 326-4495 and Ms. Tina Shockley Public Affairs Phone: (302) 760-2080

b. Delaware Department of Transportation Hauling Permits Mr. Jeff Kohel Phone: (302) 744-2714 Fax: (302) 739-6299

c. New Castle County Emergency Communications Office Mr. Dave Roberts Phone: (302) 395-8211

d. Maryland State Highway Administration:

Mr. Larry Gredlein District Phone: (410) 778-3061

e. Delaware State Police:

Sgt. Ben Nefosky Phone: 302-753-3910

f. Christina School District, Transportation Division:

Ms. LeeAnne Malone Phone: (302) 454-2281, x200

3.1.2 Notifications

The Contractor shall, in coordination with DelDOT's Northern Delaware Traffic Control, provide a schedule of lane closures on a monthly basis to the following agencies:

a. New Castle County Emergency Communications Office

b. Delaware State Police

c. Delaware Department of Transportation Public Affairs

d. Christina School District

Section 01 55 00 Page 3

3.1.2.1 Delaware Department of Transportation Hauling Permits

The Contractor shall notify this office a minimum of 2 weeks prior to implementing any traffic control to request the rerouting of any wide load permits and suspension of blanket permits for the duration of the contract work.

3.2 STATE POLICE SUPPORT

The Contractor shall provide two uniformed Delaware State Police persons and vehicles during traffic switchover, pavement marking and placement of Case 12 traffic control barriers, and at all times the contractor is working when normal 4 lane, 2 way traffic is not established. The officers shall be stationed at the north and south ends of the approach roadway work areas. The Contractor shall contact Sgt. Ben Nefosky, Delaware State Police, at telephone 302-753-3910, a minimum of 30 working days prior to the lane closures, to obtain and schedule the required officers.

3.3 UTILITIES

Prior to erecting any devices in the ground, the Contractor shall contact MissUtility (1-800-441-8355) in order to locate utilities in the area.

3.4 TRAFFIC CONTROL DEVICES

Contractor personnel shall wear highway work vests,ANSI 2004 approved Class II for all, except Class III for flaggers, when working on or around the road. In addition, the Contractor shall store and supply, when needed, ten highway work vests for the Contracting Officer representatives and other Corps of Engineers personnel. The Contractor shall provide all necessary flagger services, variable message signs, ground-mounted signs, STOP/SLOW paddles, floodlights, flashing warning lights and arrow boards, barricades, cones, markers, temporary pavement markings, two-way radios, and other protective devices necessary to warn and protect the traveling public, pedestrians and his own employees in accordance with the approved Traffic Control Plan. All devices shall be maintained by the Contractor in first-class operating condition throughout the contract period, which includes cleaning dirt and grease from the reflective surfaces of all devices as necessary. Conditions of signs, warning lights, barricades, and other traffic control devices shall be recorded daily on the Quality Control Records required in Section 01 45 00 CONTRACTOR QUALITY CONTROL.

The Contractor shall have a crew available on-call at all times throughout the contract duration to address traffic control device emergency response issues. Response time shall be within one hour of emergency notification.

3.4.1 Flood Lights

The Contractor shall provide flood lights meeting the requirements of Section D-2A of the Traffic Control Manual. These flood lights shall be four-light, 1000 watt light stations. Floodlights shall be placed at locations of ongoing work operations within the Case 12 traffic controlled area and at the ends of the Case 12 traffic control where the traffic enters and exits the traffic controlled area. These lights shall be operational every night that the traffic control is in place, as well as during poor weather and low visibility conditions.

Section 01 55 00 Page 4

3.4.2 Temporary Signs

All temporary signs shall be in accordance with the specifications for temporary signs of the appropriate state (Delaware). This includes sign and post materials, shape and wording, placement distance from roadway and height above ground.

3.4.3 Variable Message Signs (VMS)

The Contractor shall provide variable message signs (VMS), solar-type, with appropriate cone taper, at the following locations:

a. US 40 eastbound at Rt.896/301.

b. US 40 westbound at Rt. 896/301.

c. At the beginning of each approach to the bridge.

d. At additional locations as necessary to facilitate and control traffic into the Case 12 closure.

VMS wording for each location shall be included in the traffic control plan for approval by DelDOT. As specified in FHWA SA-89-006, messages shall consist of 8 characters/line, 3 lines/screen and 2 screens/board.

3.4.4 Variable Message Signs (VMS) Equipped with Radar

The Contractor shall provide VMS equipped with radar, at the approaches to the work areas in the north and south approach roadways. The signs shall be similar to those described above. The VMS shall be equipped to provide a read-out of the required speed limit and the passing vehicle's actual speed.

3.4.5 Lane Closure Schedule Signs

Ground-mounted signs shall be erected at the north and south ends of the traffic control detailing the dates and times of the proposed traffic control for this project. Included on this sign shall be the Contractor's travel advisory radio band and phone number.

3.4.6 Wide Load Detour

The Contractor shall place signage for approved wide load detour. Signage wording and locations shall be included in the traffic control plan for approval by DelDOT. Wide load detour shall also be coordinated with the Delaware Department of Transportation Hauling Permits Office as outlined in paragraph "Points of Contact".

3.4.7 Lane Dividers

Lane Dividers required by the Traffic Control Manual to separate northbound and southbound traffic, shall be spaced at a maximum distance of 45' on center throughout the project work zone.

3.5 CONTINUOUS TRAFFIC ADVISORY

The Contractor shall provide either a dedicated telephone number and answering device or a mobile Travel Advisory Radio (TAR). These devices shall provide continuous travel advisory information including current and projected lane closures to the public. The VMS and other temporary signs shall publish the telephone number or frequency for the public to obtain

Section 01 55 00 Page 5 this continuous travel advisory information.

3.6 TRAFFIC CONTROL

All traffic control shall be subject to the final approval of DelDOT as part of the Traffic Control Plan. Two open lanes, a minimum width of ten

(10) feet each, shall be maintained at all times. Traffic control shall be subject to the following restrictions:

a. During concrete pavement removal and placement operations, the Contractor should implement Case 12 of the Traffic Control Manual for the traffic, except that temporaryconcrete barriers should be used to divide the traffic in areas where barriers do not already exist. North of the Summit Bridge, the crossover will be constructed at the intersection of Rt. 896 and Rt. 71. South of the Summit Bridge, the crossover will be constructed between Road 433 and the Corps Maintenance Limit sign.

b. The Contractor shall utilize Case 7 of the Traffic Control Manual when setting up the traffic control for Case 12, including placement of concrete barriers. This work shall be performed at night, between the hours of 6pm and 6am. The Contractor shall provide NCHRP 350 approved truck-mounted attenuators for the protection of workers in the closed lane during all lane closure periods.

c. The Contractor shall switch over the traffic from regular four-lane usage to Case 12 at night between the hours of 6pm and 6am. The contractor shall also set up the southbound side, Case 7 single lane closure at night between the hours of 6pm and 6am.

d. Traffic control in the vicinity of Road 433 (south of the bridge, southbound side) shall be as follows: All traffic on Road 433 shall be forced to travel southbound on Rt. 896/301. Detour signage shall be erected for traffic wishing to go northbound shall be posted at Road N63 (the next light on Rt. 896/301) instructing traffic to make a U-turn to proceed northbound.

e. The Contractor shall utilize sand-filled plastic drums to protect traffic from impacting the blunt ends of the temporary concrete barriers used in Case 12 traffic control. The drums shall have Type "B" lights and shall be arranged as shown in Section C-15 of the Traffic Control Manual.

f. Traffic control for Contractor access to work and staging areas, while not shown on the drawings, is required. Flaggers and traffic control devices for this purpose shall be included in the traffic control submittal specified herein and as required by the notes regarding Modification of Traffic on Drawing 64061.

g. A Case 7 single lane closure (not shown on the MOT drawing)is required to perform joint sealant at the southbound outer travel lane/bituminous shoulder interface. The contractor is required to include traffic control for this work in the traffic control submittal required herein.

3.6.1 Hours of Work

Contractor shall have the following hours of work: As outlined above for

Section 01 55 00 Page 6 work under Case 7 traffic control. During implementation of Case 12 traffic control and while performing southbound side joint sealant, the Contractor may work 24 hours, 7 days per week. All work shall be subject to appropriate weather conditions such that work will not be performed when restricted by the applicable limits on temperature or weather events for the ongoing work or during unsafe…