09B0029-Amend0002-Specs.pdf

W25PHS91497741

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 DOES NOT EXTEND THE BID OPENING DATE OF 11 SEPTEMBER 2009 AT 11:00 AM LOCAL TIME.

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-0029

X 9B. DATED (SEE ITEM 11)

12-Aug-2009

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 is extended, X 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 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) Recovery--Spillway Modifications and Appurtenant Structures, Phase II

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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Aug-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 7. ADMINISTERED BY (If other than item 6)

See Item 6

CODE FACILITY CODE

EMAIL:TEL:

THIS PAGE HAS BEEN LEFT INTENTIONALLY BLANK

Amendment No. 0002 Invitation for Bids

W912BU-09-B-0029

14. DESCRIPTION OF AMENDMENT (continued)

a. GENERAL NOTE - The following specification sections have been amended. Some pages have been provided that contain no changes in order to enable double-sided printing, or to provide information that has moved as a result of changes that were made on other sheets. All pages have been annotated with “Amendment No. 0002” in the header. All revisions are shown in bold italics.

b. SPECIFICATIONS - Please add new SECTION 00610 – PRE-AWARD SURVEY SUBMITTAL REQUIREMENTS, attached hereto.

c. SPECIFICATIONS - Please delete the following specification sections or pages in their entirety and substitute new sections or pages of the same number and title, attached hereto.

(1) BID SCHEDULE

(2) SECTION 00815 – WAGE RATES, Pages 14 through 22

(3) SECTION 01025 - MEASUREMENT AND PAYMENT

(4) SECTION 01500 - TEMPORARY CONSTRUCTION

(5) SECTION 01720 - SURVEY REQUIREMENTS

(6) SECTION 02220 - DEMOLITION AND RELOCATION

(7) SECTION 02231 - CLEARING AND GRUBBING

(8) SECTION 02300 - EARTHWORK

(9) SECTION 02455 - SECANT WALL CONSTRUCTION

(10) SECTION 02467 - DRILLED FOUNDATION CAISSONS PIERS

(11) SECTION 02480 - FULL HEIGHT PANEL MECHANICALLY STABILIZED EARTH WALL

(12) SECTION 02490 - ROCK ANCHORS

(13) SECTION 02630 - STORM DRAINAGE

(14) SECTION 02703 - BITUMINOUS CONCRETE

(15) SECTION 02754 - CONCRETE PAVEMENTS

(16) SECTION 02821 - FENCING

(17) SECTION 03230 - STEEL STRESSING TENDONS AND ACCESSORIES FOR

PRESTRESSED CONCRETE

(18) SECTION 03300 - CAST-IN-PLACE STRUCTURAL CONCRETE

(19) SECTION 03373 - CONCRETE FOR SECANT WALL

(20) SECTION 05500 - METAL: MISCELLANEOUS AND FABRICATIONS

(21) SECTION 06100 - ROUGH CARPENTRY

(22) SECTION 06200 - FINISH CARPENTRY

(23) SECTION 07416 - STRUCTURAL STANDING SEAM METAL ROOF SSSMR SYSTEM

(24) SECTION 07460 - FIBER-CEMENT VERTICAL SIDING

(25) SECTION 07600 - FLASHING AND SHEET METAL

(26) SECTION 07920 - JOINT SEALANTS

(27) SECTION 08120 - ALUMINUM DOORS AND FRAMES

(28) SECTION 08520 - ALUMINUM WINDOWS

(29) SECTION 08710 - DOOR HARDWARE

(30) SECTION 08800 - GLAZING

(31) SECTION 08900 - GLAZED CURTAIN WALL

(32) SECTION 09510 - ACOUSTICAL CEILINGS

(33) SECTION 10260 - CORNER GUARDS

(34) SECTION 13080 - SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

(35) SECTION 13100 - LIGHTNING PROTECTION SYSTEM

(36) SECTION 13851 - FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

(37) SECTION 15070 - SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

(38) SECTION 15400 - PLUMBING, GENERAL PURPOSE

(39) SECTION 15569 - WATER HEATING; GAS

(40) SECTION 15895 - AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

(41) SECTION 16375 - ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

(42) SECTION 16402 - INTERIOR DISTRIBUTION SYSTEM AND BRIDGE APPURTENANCES

(43) SECTION 16510 - INTERIOR LIGHTING

(44) SECTION 16710 - BUILDING TELECOMMUNICATIONS CABLING SYSTEM

(45) SECTION 16711 - TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

(46) SUBMITTAL REGISTER

d. SPECIFICATIONS - Please delete the following specification sections in their entirety:

(1) SECTION 02510 – WATER DISTRIBUITION SYSTEM

(2) SECTION 02540 – SEWAGE EJECTION SYSTEM

(3) SECTION 09546 – WOOD CEILING PANEL SYSTEM

e. CONTRACT DRAWINGS - Please delete previously issued Drawings C1 through C4, C13 through C16, C27, C34, C42 C45, C46, C48, D1, A1 through A11, A13, M1, M2, P2, P3 and E1 through E3, originally dated 12 August 2009 and substitute revised Drawings of the same numbers, with a revision date of 21 August 2009, attached hereto.

f. Please indicate receipt of this amendment on Standard Form 30 (AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT) as Amendment No. 0002. Failure to acknowledge all amendments may be cause for rejection of the offer.

THIS PAGE INTENTIONALLY LEFT BLANK

BID SCHEDULE

(To be attached to SF 1442)

Estimated Unit Estimated Description Quantity Unit Price Amount

00010-3

1. RECOVERY -

GENERAL SITE REQUIREMENTS:

1a. Clearing, Grubbing and 1 JOB LS $________ Stripping of Topsoil

1b. Storm Drainage 1 JOB LS $________

1c. Stormwater Diversion Ditches:

1c(1) Grass-lined 1,150 SY $________ $________

1c(2) Riprap-lined 970 TON $________ $________

1d. Erosion & Sediment Control 1 JOB LS $________

1e. Seeding 1 JOB LS $________

1f. Demolition of drainage structures and fuse plug, Pavement repair, and Staging area re-grading 1 JOB LS $________

TOTAL ITEM NO. 1 $________

2. RECOVERY -

SPILLWAY MODIFICATIONS:

2a. Common Excavation 55,000 CY $________ $________

2b. Rock Excavation 12,400 CY $________ $________

2c. Select Fill 20,500 CY $________ $________

2d. Random Fill 47,900 CY $________ $________

2e. Rock Fill 500 CY $________ $________

2f. On-site Riprap 4,000 CY $________ $________

[DELETION]

2g. Fencing 1 JOB LS $________

TOTAL ITEM NO. 2 $________

00010-4

3. RECOVERY -

SPILLWAY STRUCTURES:

3a. Soil Nail Wall 1 JOB LS $________

[DELETION]

3b. Mechanically Stabilized Earth Wall 1 JOB LS $________

3c. Secant Wall 1 JOB LS $________

3d. Concrete Scour Apron and Control Sill 1 JOB LS $________

3e. Fuse Plug 1 JOB LS $________

TOTAL ITEM NO. 3 $________

4. RECOVERY -

BRIDGE AND ROAD CONSTRUCTION:

4a. Deck and Superstructure 1 JOB LS $________

4b. Substructure 1 JOB LS $________

4c. Bituminous Concrete Pavement 1 JOB LS $________

TOTAL ITEM NO. 4 $________

5. RECOVERY -

TYPE B AND D RETAINING WALLS:

5a. Concrete Retaining Walls 1 JOB LS $

[DELETION]

5b. Riprap 5,200 TON $________ $________

00010-5

TOTAL ITEM NO. 5 $________

6. OPERATIONS BUILDING:

6a. Operations Building (up to the 5-ft. line) 1 JOB LS $________

6b. Demolition and Relocation 1 JOB LS $________

[DELETION]

6c. All Other Related Sitework (to incl. utilities outside the 5-ft. line, fencing, and site grading) 1 JOB LS $________

TOTAL ITEM NO. 6 $________

TOTAL ESTIMATED BID AMOUNT: $________

NOTE:

• Bidders must bid on all items.

• Bidders are directed to Section 01025 for descriptions of the measurement and payment of each item.

• Bidders are directed to the “Pre-Award Survey Submittal Requirements” of Section 00610.

W912BU-08-B-0002

Section 00610 – Page 1

SECTION 00610

PRE-AWARD SURVEY SUBMITTAL REQUIREMENTS

Award of the contract will be made as a whole to the lowest responsive and responsible bidder whose bid conforms to all requirements of the specifications. Subsequent to the bid opening, the apparent low bidder will be required to submit pre-award survey information relating to Specialized Experience, Past Performance Evaluations, Key Personnel information and the Proposed Contract Summary Schedule.

A) Specialized Experience on Similar Type Work and Project Experience

To demonstrate specialized experience, the apparent low bidder shall provide the following as part of the pre-award survey information package:

(1) Examples of three (3) relevant projects during the last seven (7) years for all of the Experience items listed below. Furthermore, for an example project to be considered relevant the bidder must document that current personnel proposed to work on this project were substantially involved with each of the past projects. (See Paragraph “Key Personnel”.)

Experience may be as the Prime Contractor, or that of a Subcontractor under this contract, except the requirements for the manufacturing of the prestressed girders shall be from the Manufacturer.

Experience 1: Experience with prestressed girder manufacturing, shipping, handling and installation for spans greater than 100 ft.

Experience 2: Experience with Soil Nail Wall Construction.

Experience 3: Experience with Mechanically Stabilized Earth (MSE) wall construction.

B) Past Performance

The form “PRIME CONTRACTOR EXPERIENCE,” provided as Attachment 1 at the end of this section may be used to list relevant projects. Please submit one forms package for each relevant project. Use of this form is not mandatory provided the information listed in Sub-Paragraph B (1) through (8) below, is provided.

The bidder shall provide the performance evaluations on the same projects submitted under Paragraph A) above as well as any in-progress projects.

Submission of correspondence from project owners will suffice if performance evaluation forms are not available. For government agency projects, the bidder shall submit that agency’s performance evaluation forms. The Government may contact the individuals identified by the bidder to confirm performance capabilities. The bidder must take whatever steps are necessary to ensure that the named individuals can be reached at the number indicated for a reference. The Government may use other information that is readily available to determine a bidder’s past performance, such as CCASS ratings.

Past performance submittal shall include at least the following:

(1) Project Name and Location

(2) Scope and Relevance

Section 00610 – Page 2

(3) Award Amount and Completion Amount

(4) Original and Final Contract Durations and Completion Dates, (Where applicable, explain facts, with an assessment of liquidated damages, for failure in meeting completion dates)

(5) Final Performance Rating

(6) Project Owner and Point of Contact Information

(7) Role of Bidder in Project (prime, subcontractor, or as joint venture, identifying the bidder's role in the joint venture)

(8) Amount and Extent of Subcontracting

If a bid represents the combination of two or more companies (Joint Venture) for the purpose of this IFB, the experience may be from the individual companies, and is not necessary as collaborative examples. The Government reserves the right to verify performance evaluations by reviewing the Corps of Engineers (CCASS) or to interview owners.

C) Key Personnel

Key Personnel - Identify key personnel to be assigned to the project on an organization chart that includes names, resumes and responsibilities. Include as a minimum the Construction Project Manager, Construction Field Superintendent, Contractor Quality Control (CQC) System Manager, and Safety Officer. Indicate whether each individual has had a significant part in any of the relevant project examples cited. The Construction Project Manager and Construction Field Superintendent, assigned to this contract, shall be employees of the prime Contractor and shall each possess a minimum of 10 years current experience in construction similar to this contract work in type and scope. If reassignment of personnel is considered possible, provide the names and resumes of the alternative professional in each assignment.

Any proposed alternates for the Construction Project Manager and Construction Field Superintendent shall be identified to serve in the event of their absence. The requirements for the alternates shall be the same as for the assigned Construction Project Manager and Construction Field Superintendent.

This is in addition to the CQC System Manager, who also requires a minimum of 10 years current experience in construction similar to this contract work in type and scope. See Section Section 01451 Contractor Quality Control for CQC System Manager requirements.

D) Proposed Contract Summary Schedule

Provide a schedule for contract performance, including key milestone events and major scope item durations, that is within the maximum allowable contract performance period identified in the solicitation specifications.

Note: Any Bid that is materially unbalanced as to prices may be rejected. An unbalanced bid is one which is based on prices significantly less than the cost for some work and prices which are significantly overstated for other work and can also exist where only overpricing or under pricing exists. A bid may be rejected if the Contracting Officer determines that the lack of balance poses an unacceptable risk to the Government. Failure to insert prices for each item, including any options, in the bid schedule can cause the proposal to be rejected.

After evaluation of the pre-award information award of the contract will be made as a whole to the lowest responsive and responsible bidder whose bid conforms to all requirements of the specifications.

Section 00610 – Page 3

ATTACHMENT 1

PRIME CONTRACTOR EXPERIENCE (submit one forms package for each relevant project)

Company name___________________________________________________________

Name/Location of Project________________________________________________________________

General Scope of Project and Relevance to this Project_________________

Owner of the Project________________________________________________________________

(Note: If Government Contract, give Contract No. and Contracting Office)

Owner’s P.O.C. to include Name, Address and Phone______________________

(Note: If Government Contract, give name of Contracting Officer)

Role (prime, joint venture) and work your company self-performed on this contract, and number of years in this role________________________

Construction Contract Completion Date__________________________________

Construction Contract Value at Award___________________________________

Construction Contract Value at Completion______________________________

Extent and type of work you subcontracted out by percentage_____________________________________________________________

Original Contract Duration_____________________________________________

Final Contract Duration________________________________________________

Section 00610 – Page 4

Customer Satisfaction: (Attach awards, letters of appreciation, or other honoraria if received)

Lost time accidents and Safety Rating__________________________________

Overall Rating for Quality Control and Timeliness of Completion________

Were time extensions necessary? _______________________________________

Were any penalties or liquidated damaged imposed? ____________________

Were any liens, claims or stop work orders filed? If “yes”, provide detailed explanation.

Section 00610 – Page 5

PERSONNEL

Name of Construction Project Manager___________________________________

Management Title on this project_______________________________________

No. of years: With this firm___________________________________________

With other firms_______________________________________________________

No. of years in this position or role__________________________________

Specialization_________________________________________________________

Professional Registration (Type and State of Registration)_____________

Your specific experience and qualifications relevant to this project.

Section 00815 - 14

General Decision Number: PA080021 08/14/2009 PA21

Superseded General Decision Number: PA20070021

State: Pennsylvania

Construction Type: Building

Counties: Bradford, Sullivan, Susquehanna, Tioga and Wayne Counties in Pennsylvania.

BUILDING ERECTION AND FOUNDATION EXCAVATION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stores). EXCLUDING

SEWAGE AND WATER TREATMENT PLANT PROJECTS

Modification Number Publication Date 0 02/08/2008 1 02/22/2008 2 04/11/2008 3 05/02/2008 4 06/20/2008 5 06/27/2008 6 07/18/2008 7 08/08/2008 8 09/19/2008 9 10/03/2008 10 10/10/2008 11 10/24/2008 12 12/19/2008 13 02/06/2009 14 05/01/2009 15 05/15/2009 16 06/05/2009 17 06/26/2009 18 07/17/2009 19 08/14/2009

BRPA0005-030 05/03/2009

SUSQUEHANNA AND WAYNE COUNTIES

Rates Fringes

BRICKLAYER.......................$ 28.98 13.56

BRPA0005-044 05/03/2009

SULLIVAN COUNTY

Rates Fringes

BRICKLAYER.......................$ 27.72 12.95

Section 00815 - 15

BRPA0005-051 05/03/2009

BRADFORD AND TIOGA COUNTIES

Rates Fringes

BRICKLAYER.......................$ 28.12 13.15

CARP0261-005 05/01/2009

SUSQUEHANNA AND WAYNE COUNTIES

Rates Fringes

CARPENTER (Including Drywall Hanging, Metal Stud, Acoustical Ceiling Installation)....................$ 25.98 10.26

CARP0514-002 05/01/2009

SULLIVAN COUNTY (Red Rock Air Force Base)

Rates Fringes

CARPENTER (Including Drywall Hanging, Metal Stud, Acoustical Ceiling Installation)....................$ 24.46 11.72

CARP0514-005 06/01/2009

BRADFORD, SULLIVAN (Except Red Rock AFB), and TIOGA COUNTIES

Rates Fringes

CARPENTER (Including Drywall Hanging, Metal Stud, Acoustical Ceiling Installation)....................$ 24.56 11.52

MILLWRIGHT.......................$ 27.41 13.47

ELEC0081-004 06/01/2009

BRADFORD (Area East of the Susquehanna River), SUSQUEHANNA, AND

WAYNE COUNTIES

ELECTRICIAN......................$ 28.70 18.13

* ELEC0163-002 06/01/2009

Section 00815 - 16

BRADFORD (Area West of Susquehanna River), AND SULLIVAN (Eastern part) COUNTIES

ELECTRICIAN......................$ 31.19 3%+11.67

ELEC0812-010 06/01/2007

BRADFORD (Townships of Armenia and Canton), AND SULLIVAN (Western part) Counties

ELECTRICIAN......................$ 25.35 14.61

ELEC0812-012 06/01/2007

TIOGA COUNTY

Rates Fringes

ELECTRICIAN......................$ 25.35 14.61

ELEV0059-002 01/01/2009

BRADFORD, SULLIVAN, AND TIOGA COUNTIES

Rates Fringes

ELEVATOR MECHANIC................$ 37.09 18.285+A+B

FOOTNOTES:

A. PAID VACATION: 8% of basic hourly rate for 5 years or more of service, and 6% for 6 months to 5 years of service.

B. Eight Paid Holidays (provided employee has worked 5 consecutive days before and the working day after the holiday): New Years's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day and the Friday after Thanksgiving Day, and Christmas Day.

ELEV0084-004 01/01/2009

SUSQUEHANNA AND WAYNE COUNTIES

Rates Fringes

ELEVATOR MECHANIC................$ 38.85 18.285 + A&B

FOOTNOTES:

Section 00815 - 17

A. VACATION CREDIT: Employer contributes 8% basic hourly rate for 5 years or more of service as vacation pay credit, and 6% for 6 months to 5 years of service.

B. Eight Paid Holidays (provided employee has worked 5 consecutive days before and the working day after the holiday): New Years's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day and the Friday after Thanksgiving Day, and Christmas Day.

IRON0489-004 07/01/2008

Rates Fringes

Ironworkers:.....................$ 28.57 22.25

LABO0130-002 05/01/2009

LACKAWANNA, WAYNE, SUSQUEHANNA, AND WYOMING (Northern part)

COUNTIES

Laborers:

Brick Manson Tender.........$ 22.37 11.18 Unskilled...................$ 19.60 11.18

LABO0130-005 05/01/2009

Rates Fringes

LABORER (REMAINDER OF LUZERNE

COUNTY)

GROUP 1.....................$ 19.25 11.18

GROUP 2.....................$ 21.25 11.18

GROUP 3.....................$ 22.02 11.18

GROUP 4.....................$ 23.52 11.18

Laborers: (COLUMBIA AND LUZERNE Southern part (Hazleton Township) COUNTIES)

GROUP 1.....................$ 19.52 11.18

GROUP 2.....................$ 21.52 11.18

GROUP 3.....................$ 22.02 11.18

GROUP 4.....................$ 23.52 11.18

LABORERS CLASSIFICATIONS

GROUP 1: Cleaning, scrubbing, washing and polishing of floors, furniture and windows, stripping, dismantling, oiling and moving of concrete forms, loading, unloading and carrying of reinforced steel, handling and distribution of lumber of all other building materials, unloading, carrying, distributing and laying of pre- cast concrete slabs and planks in accordance with decisions of record, Section 00815 - 18 wrecking, moving and demolishing, underpinning and shoring of all structures, signal person and flag person, landscaping and nursery work, toolroom person, operators of salamanders, smudge pots, propane gas and kerosene burners and all other heating methods. Cleaning of precipitators, operating of jackhammers, busters, drills and all other pneumatic and electric hand tools, wagon drills, air and hydraulic, on or off tracks, power buggies, concrete mixers, pump and vibrators, walk- along compacting equipment, vibrating and tamping, gunniting machines (including the nozzle), operation of steam jennies, sandblasting (filling the pot, cleaning up of sand, use of nozzle), pumps 2: or under conveyors, vacuum cleaners, all types (ride or walk-along), concrete saws and cutting equipment, burning and welding torches, dynamite blasters, swing scaffolds, slings and bosun chairs. Laying of non-metallic (clay, ironstone, terra cotta, vitrified concrete and plastic) pipe and making of joints for same, walk-along lifts and similar machines, pouring and placing of all concrete and related materials, all concrete curing applications.

GROUP 2: Asbestos removal, hazardous and toxic waste removal, all work in connection with handing, control, removal, abatement, encapsulation or disposal of asbestos and/or toxic waste including the erection, moving, servicing and dismantling of all tools and equipment normally used, and final clean-up and disposal of such hazardous waste material.

GROUP 3: Mason tenders, mixing of mortar, plaster and mortar pumps, plaster tenders, caisson work, blast furnaces, coke ovens and all related work, erection and dismantling of all scaffolding, including tubular frame, manual and powered climbing scaffold, swing scaffolds, slings, bosum chairs, and all associated safety protection including barricades, nets and ropes, scaffold weather enclosures; shoring;

mortar buggies;concrete pumps; walk-behind forklifts;

electric welders torches,compressors, generators and the repair and maintenance of same; jackhammers, tampers;

cut-off saws & other power equipment required for demolition; rotary-hammer drills, electric & pneumatic hand-tools; transit, levels & lasers; tempering motar;

stocking scaffolds with masonry materials including brick, block, mortar, teera cotta, architectural pre-cast concrete, natural stone, insulation & mastic, flashing, anchors & ties, grount; mobile lifting platform scafforing powered by any power mode or method ; cleaning of all masonry debris.

GROUP 4: Skid-steering loader and folklift laborers.

Operation of rough terrain forklifts, skid-steering loaders.

LABORERS CLASSIFICATIONS

Section 00815 - 19

GROUP 1: Cleaning, scrubbing, washing and polishing of floors, furniture and windows, stripping, dismantling, oiling and moving of concrete forms, loading, unloading and carrying of reinforced steel, handling and distribution of lumber of all other building materials, unloading, carrying, distributing and laying of pre- cast concrete slabs and planks in accordance with decisions of record, wrecking, moving and demolishing, underpinning and shoring of all structures, signal person and flag person, landscaping and nursery work, toolroom person, operators of salamanders, smudge pots, propane gas and kerosene burners and all other heating methods. Cleaning of precipitators, operating of jackhammers, busters, drills and all other pneumatic and electric hand tools, wagon drills, air and hydraulic, on or off tracks, power buggies, concrete mixers, pump and vibrators, walk- along compacting equipment, vibrating and tamping, gunniting machines (including the nozzle), operation of steam jennies, sandblasting (filling the pot, cleaning up of sand, use of nozzle), pumps 2: or under conveyors, vacuum cleaners, all types (ride or walk-along), concrete saws and cutting equipment, burning and welding torches, dynamite blasters, swing scaffolds, slings and bosun chairs. Laying of non-metallic (clay, ironstone, terra cotta, vitrified concrete and plastic) pipe and making of joints for same, walk-along lifts and similar machines, pouring and placing of all concrete and related materials, all concrete curing applications.

GROUP 2: Asbestos removal, hazardous and toxic waste removal, all work in connection with handing, control, removal, abatement, encapsulation or disposal of asbestos and/or toxic waste including the erection, moving, servicing and dismantling of all tools and equipment normally used, and final clean-up and disposal of such hazardous waste material.

GROUP 3: Mason tenders, mixing of mortar, plaster and mortar pumps, plaster tenders, caisson work, blast furnaces, coke ovens and all related work, erection and dismantling of all scaffolding, including tubular frame, manual and powered climbing scaffold, swing scaffolds, slings, bosum chairs, and all associated safety protection including barricades, nets and ropes, scaffold weather enclosures; shoring; mortar buggies;concrete pumps; walk-behind forklifts; electric welders torches,compressors, generators and the repair and maintenance of same; jackhammers, tampers; cut-off saws & other power equipment required for demolition; rotary-hammer drills, electric & pneumatic hand-tools; transit, levels & lasers;

tempering motar; stocking scaffolds with masonry materials including brick, block, mortar, teera cotta, architectural pre-cast concrete, natural stone, insulation & mastic, flashing, anchors & ties, grount; mobile lifting platform scafforing powered by any power mode or method ; cleaning of all masonry debris.

GROUP 4: Skid-steering loader and folklift laborers.

Operation of rough terrain forklifts, skid-steering loaders.

Section 00815 - 20

LABO1180-009 05/01/2009

BRADFORD AND TIOGA COUNTIES

Rates Fringes

Laborers:

Brick Manson Tender.........$ 22.36 8.28 Unskilled...................$ 18.77 8.28

PAIN0021-011 05/01/2009

Rates Fringes

Painters:

Brush, Roller...............$ 22.75 12.05 Spray.......................$ 23.75 12.05

PLAS0592-016 06/01/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 27.83 7.60

PLUM0520-009 05/01/2009

BRADFORD (Western half), SULLIVAN, AND TIOGA COUNTIES

Rates Fringes

Plumbers and Pipefitters (Including HVAC Pipe Work).......$ 30.27 18.04

PLUM0524-005 06/01/2009

BRADFORD (Eastern half), SUSQUEHANNA, AND WAYNE COUNTIES

Rates Fringes

Plumbers and Pipefitters (Including HVAC Pipe Work).......$ 36.60 16.26

SHEE0044-007 05/01/2009

Rates Fringes

Sheet metal worker (Including HVAC Duct Work).................$ 28.56 17.29

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

Section 00815 - 21

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Section 00815 - 22

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.

END OF GENERAL DECISION

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 GENERAL

a. This section includes descriptions of the measurement and payment methods to be used for the bid items included in this project. All items include the cost of all labor, equipment, materials, testing and incidentals necessary to complete the item as specified.

b. No separate measurement or payment will be made for the work specified in Sections 01010, 01312, 01320, 01325, 01330, 01340, 01351, 01355 with the exception of erosion and sediment control requirements, 01420, 01451, 01500, 01525, 01572, 01580, 01670, 01720, 01780 and 01781, and all costs in connection therewith shall be included in the costs of all the bid items.

c. No separate measurement or payment will be made for the work specified in Section 01720 SURVEY REQUIREMENTS. All costs in connection therewith shall be included in the contract prices of those bid items to which the surveys are incidental.

d. No separate measurement or payment will be made for the work specified in Section 02373 GEOTEXTILE. All costs in connection therewith shall be included in the contract prices of those bid items to which geotextile is incidental.

e. Contract Excavation and Fill---Any of the following materials used as fill for Bid Item No. 3, 4, 5 and 6 will not be included in the cost of those bid items, but will be measured and paid for separately under their respective line items in Bid Item 2: select fill, random fill, rock fill, on-site riprap. Any of these fill items used under Bid Item No. 1 and all other materials used for fill for the contract (such as, any excavated material that is backfilled) will be included in the cost of the bid item for which they are associated.

1.1 BID ITEM NO. 1, RECOVERY - GENERAL SITE REQUIREMENTS

Items in Bid Item No. 1 include all work that is common to the overall project, and are as follows:

1.1.1 Item 1a, Clearing, Grubbing and Stripping of Topsoil

Bid item includes all costs associated with clearing and grubbing and the stripping of topsoil in the areas specified on the contract drawings, and the stockpiling of topsoil onsite in the areas designated by the Contracting Officer's Representative (COR), as specified in Sections 02231 CLEARING AND GRUBBING and 02300 EARTHWORK. The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.1.2 Item 1b, Storm Drainage

Bid item includes all costs associated with the construction of storm drainage facilities, to include imported riprap, as specified in Section

Section 01025 Page 1

02630 and as indicated on the contract drawings, with the exception of the work items covered in Item 1c, "Stormwater Drainage Ditches." The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.1.3 Item 1c, Stormwater Diversion Ditches

Bid item includes all costs associated with the construction of grass- and riprap-lined diversion ditches, as specified in Sections 02216 EROSION CONTROL MAT, 02271 RIPRAP and 02300 EARTHWORK.

Item 1c(1) - Grass-lined: Work will be measured for payment by the square yard of grass-lined ditch area satisfactorily constructed and accepted. Payment will be made at the contract unit price for this item and will include the costs associated with the providing, placing and anchoring of the permanent erosion control mat only. Cost of topsoiling, seeding and mulching associated with this work item will be included in the cost of Bid Item 1e, "Seeding."

Item 1c(2) - Riprap-lined: Work will be measured for payment by the ton of imported riprap satisfactorily placed for ditch construction.

Quantity of riprap will be measured from certified weigh tickets.

Deductions from those quantities will be made for rejected material.

In addition, any riprap that fills areas the Contracting Officer determines to be overexcavated and any material that exceeds the outline of the specified template, will be deducted at 1.7 tons per cubic yard. Payment will be made at the contract unit price for this item and will include the cost of all geotextile incidental to this work.

1.1.4 Item 1d, Erosion and Sediment Control

Bid item includes all costs associated with all erosion and sediment control requirements for the project site as specified on the contract drawings and in Sections 01355 ENVIRONMENTAL PROTECTION and 02216 EROSION CONTROL MAT, with the exception of any permanent erosion control mat (see Bid Items 1e, "Seeding" and 1c, "Stormwater Diversion Ditches"). The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.1.5 Item 1e, Seeding

Bid item includes all costs associated with permanent seeding, including, but not limited to, installing seed, mulching, and the placement of onsite topsoil throughout the project site, as well as the placement of permanent erosion control mat along spillway slopes and on areas used as access routes along the side slopes of the existing excavation disposal embankment, as specified in Sections 02216 EROSION CONTROL MAT and 02921 SEEDING. Payment will not include the cost of seeding for the purpose of temporary stabilization which will be included in the payment for Bid Item 1d, "Erosion and Sediment Control," and will not include the cost of temporary erosion control mat which will be included in the payment for Bid Item 1d, "Erosion and Sediment Control," nor permanent erosion control mat for ditches which will be included in the payment for Bid Item 1c, "Stormwater Diversion Ditches." The work included under this bid item will not be measured for payment and all costs associated therewith shall be

Section 01025 Page 2 included in the contract lump sum price for the item.

1.1.6 Item 1f, Demolition of drainage structures, Pavement repair, and Staging area re-grading

Bid item includes all costs associated with the demolition, removal and disposal of existing fuse plug, drainage culverts, manhole, headwalls and associated paving, re-grading of staging areas and pavement repair, as indicated on the drawings and as specified in Sections 02220 DEMOLITION and 02552 HOT MIX ASPHALT (HMA) REPAIR. Payment will include the cost of dismantling, removal and storage of existing beam guide rails at the entrance to Staging Areas 1 and 2 and elsewhere as necessary to access work areas, and the re-installation of those guide rails upon completion of work in those areas, where indicated on the drawings and as specified in Section 02220. The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.2 BID ITEM NO. 2, RECOVERY - SPILLWAY MODIFICATIONS

1.2.1 Item 2a, Common Excavation

Bid item includes all costs associated with all common excavation required for the contract, as specified in Section 02300. The work specified for common excavation will be measured for payment by the cubic yard of material excavated. The cubic yardage will be computed by the average end-area method from cross sections taken by a licensed Surveyor, before and after the common excavation, as specified in Section 01720 SURVEY REQUIREMENTS. The yardage paid for common excavation will be the number of cubic yards of material, measured from existing grade (determined from "before excavation" surveys) to required subgrade or to top of rock (determined from "after excavation" surveys). Payment will be made at the contract unit price for the item. The vertical pay limit for common excavation shall be the specified subgrade elevation or top of rock. The horizontal pay limit shall be to the specified offset from the spillway or construction baseline as indicated on the contract drawings. The measurement will not include the volume of any excavation performed prior to the taking of elevations and measurements of the existing grade.

1.2.2 Item 2b, Rock Excavation

Bid item includes all costs associated with all rock excavation required for the contract, as specified in Section 02335 ROCK EXCAVATION. The work associated with rock excavation will be measured for payment by the cubic yard of material excavated. Payment will be made at the contract unit price for the item and will include all blasting and seismic monitoring requirements. In addition to any rock requiring removal assisted by pneumatic or explosive devices, the removal of any existing stone larger than 1-1/2 cubic yards will be considered rock excavation. The cubic yardage of rock excavation will be computed by the average end-area method from cross sections taken by a licensed Surveyor, before and after the rock excavation, as specified in Section 01720 SURVEY REQUIREMENTS. The vertical pay limit for rock excavation shall be the specified subgrade elevation. The horizontal pay limit shall be to the specified offset from the spillway or construction baseline as indicated on the contract drawings.

The measurement will only include authorized excavation of rock, and will not include over excavation or unauthorized excavation. Failure on the part of the Contractor to notify the Contracting Officer (CO) and obtain

Section 01025 Page 3 the CO's approval of the classification of the material as rock will cause the forfeiture of the Contractor's right of claim to payment for rock excavation. The pre- and post-excavation survey must be approved by the CO prior to payment authorization. The measurement will not include the volume of any rock excavation performed prior to the taking of elevations and measurements of the condition before rock excavation.

1.2.3 Item 2c, Select Fill

The work specified in Section 02300 for select fill will be measured for payment by the cubic yard of select fill placed. This unit price item includes all costs in connection with placing, compacting, and testing select fill, as well as, any required processing of common and/or rock excavation materials to meet the requirements of select fill for reuse.

Payment will be made at the contract unit price for this item. The cubic yardage will be computed by the average end-area method from cross sections taken by a licensed Surveyor, before and after the select fill operations, as specified in Section 01720 SURVEY REQUIREMENTS. The limit of fill to be measured includes only that select fill required per the contract drawings.

The measurement will include the filling of any excavation of unsatisfactory material with select fill, below grade, where ordered. The measurement will not include the yardage to fill unauthorized excavations, such as excavations beyond the specified pay limits, or the yardage of any material used for other than directed purposes. The measurement will not include the yardage of any filling performed prior to the taking of elevations and measurements of the condition before placement of the select fill.

1.2.4 Item 2d, Random Fill

Bid item includes all costs associated with the placement of random fill in the excavation disposal embankment, drainage basins 1 and 2, and any used for backfilling the demolished drainage structures, as specified in Section 02300 EARTHWORK. Work will be measured for payment by the cubic yard of random fill satisfactorily placed and accepted. Payment will be made at the contract unit price for this item and will include any required processing of common and/or rock excavation materials to meet the requirements of random fill. The cubic yardage will be computed by the average end-area method from cross sections taken by a licensed Surveyor, before and after the random fill operations, as specified in Section 01720 SURVEY REQUIREMENTS. The limit of fill to be measured includes only that random fill required per the contract drawings. The measurement will include the filling of any excavation of unsatisfactory material with random fill, below grade, where ordered. The measurement will not include the volume used to fill unauthorized excavations, such as excavations beyond the specified pay limits, or excavations of unstable material created by inadequate Contractor drainage or dewatering methods, or the volume of any material used for other than directed purposes, for example.

The measurement will not include the volume of any filling performed prior to the taking of elevations and measurements of the condition before placement of the random fill.

1.2.5 Item 2e, Rock Fill

Bid item includes all costs associated with the placement of rock fill in the excavation disposal embankment, as specified in Section 02300 EARTHWORK. Work will be measured for payment by the cubic yard of rock fill satisfactorily placed and accepted. Payment will be made at the contract unit price for this item and will include any required processing

Section 01025 Page 4 of common and/or rock excavation materials to meet the requirements of rock fill, and all geotextile placed in contact with rock fill. The cubic yardage will be computed by the average end-area method from cross sections taken by a licensed Surveyor, before and after the rock fill operations, as specified in Section 01720 SURVEY REQUIREMENTS. The limit of fill to be measured includes only that rock fill required per the contract drawings.

The measurement will include the filling of any excavation of unsatisfactory material with rock fill, below grade, where ordered. The measurement will not include the volume used to fill unauthorized excavations, such as excavations beyond the specified pay limits, or excavations of unstable material created by inadequate Contractor drainage or dewatering methods, or the volume of any material used for other than directed purposes, for example. The measurement will not include the volume of any filling performed prior to the taking of elevations and measurements of the condition before placement of the rock fill.

1.2.6 Item 2f, Onsite Riprap

Bid item includes all costs associated with the placement of riprap on the side slopes of the excavation disposal embankment and where indicated along the spillway, as specified in Section 02271 RIPRAP. Work will be measured for payment by the cubic yard of onsite riprap satisfactorily placed to the lines and grades specified, and accepted. Payment will be made at the contract unit price for this item and will include the cost of any required processing of rock excavation materials and/or existing riprap materials to meet the requirements, and all geotextile incidental to this work. The cubic yardage will be computed by the average end-area method from cross sections taken by a licensed Surveyor, before and after the onsite riprap placement operations, as specified in Section 01720 SURVEY REQUIREMENTS.

The limit of onsite riprap to be measured includes only that volume required per the contract drawings.

[DELETION]

1.2.7 Item 2g, Fencing

Bid item includes all costs associated with the removal of existing and installation of new chain link fence and appurtenances for the contract, as shown on the drawings and as specified in Section 02821 FENCING, to exclude that installed under Item 6, "OPERATIONS BUILDING." The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.3 BID ITEM NO. 3, RECOVERY - SPILLWAY STRUCTURES

Items in Bid Item No. 3 include all structures to be constructed within the spillway and retaining structures along the east slope of the spillway, as follows:

1.3.1 Item 3a, Soil Nail Wall

With the exception of common and rock excavation, bid item includes all costs associated with the installation of the soil nails, geocomposite fabric drain strip, shotcrete facing, cast-in-place concrete facing, imported riprap, and steel appurtenances for the soil nail wall, as indicated on the contract drawings and as specified in Section 02491 SOIL NAIL WALL. Work for this item will not be measured for payment and all costs in connection therewith shall be included in the contract lump sum

Section 01025 Page 5 price.

[DELETION]

1.3.2 Item 3b, Mechanically Stabilized Earth Wall

With the exception of common and rock excavation, bid item includes all costs associated with the construction of the full height panel retaining walls. Payment for the retaining wall shall include all labor, equipment and materials necessary to complete the wall in its entirety including, but not limited to: grading; temporary sheeting and shoring; foundation preparation excluding undercut and replacement; the concrete leveling pad;

the ARES Full Height Panels Retaining Wall System; structure backfill material [DELETION], as indicated on the contract drawings and as specified in Section 02480 FULL HEIGHT PANEL MECHANICALLY STABILIZED EARTH WALL. The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.3.3 Item 3c, Secant Wall

With the exception of common and rock excavation, bid item includes all costs associated with the construction of the secant wall as indicated on the contract drawings and as specified in Sections 02455 SECANT WALL CONSTRUCTION and 03373 CONCRETE FOR SECANT WALL. The work covered under this item includes, but is not limited to, the required drilling, forming, manufacture, transporting, placing, finishing, curing, testing and protection of concrete in this structure. The work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.3.4 Item 3d, Concrete Scour Apron and Control Sill

With the exception of common and rock excavation, bid item includes all costs associated with the construction of the concrete scour apron and control sill, as indicated on the contract drawings and as specified in Sections 02490 ROCK ANCHORS and 03300 CAST-IN-PLACE STRUCTURAL CONCRETE.

The work covered by these items includes, but is not limited to, furnishing all concrete materials, reinforcement, miscellaneous embedded materials, all equipment, and performing all labor for the forming, manufacture, transporting, placing, finishing, curing, and protection of concrete in these structures, to include rock anchors. Work included under this bid item will not be measured for payment and all costs associated therewith shall be included in the contract lump sum price for the item.

1.3.5 Item 3e, Fuse Plug

With the exception of common and rock excavation, bid item includes all costs associated with the construction of the fuse plug including the installation of the pervious and impervious materials, 2A stone, concrete sand, imported riprap, and the dental concrete under the…