09B0029-Amend0005-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

02-Sep-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. 0005 Invitation for Bids

W912BU-09-B-0029

14. DESCRIPTION OF AMENDMENT (continued)

a. RFIs with RESPONSES: RFIs with responses, annotated Amendment No. 0005 are attached to this amendment.

b. SF-1442: Please delete SF-1442 page 1 in its entirety and substitute revised SF- 1442 page 1, annotated Amendment No. 0005, attached hereto.

c. SPECIFICATIONS

(1) 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. 0005” in the header. All revisions are shown in bold italics. Please delete the following specification sections in their entirety and substitute revised sections of the same number and title, attached hereto.

01025 - MEASUREMENT AND PAYMENT

02490 – ROCK ANCHORS

02491 - SOIL NAIL WALL

02552 - HOT MIX ASPHALT (HMA) REPAIR

03300 - CAST-IN-PLACE STRUCTURAL CONCRETE

(2) Please delete the Project Table of Contents Page 1 in Volume 1 of the

Specifications in its entirety and substitute the revised page of the same number, annotated Amendment No. 0005, attached hereto.

(3) Please delete Section 02754 - CONCRETE PAVEMENTS in its entirety.

(4) Please delete the Submittal Register, pages 01 33 00-10 through 64 in their entirety and substitute revised pages 01 33 00-10 through 65, annotated Amendment No. 0005, attached hereto.

d. CONTRACT DRAWINGS:

(1) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 1 September 2009, attached hereto:

G1 C2 C3 C7 C8 C9 C52

C53 C55 C56 C57 C58 C59 C60

C61 C62 C63 C64 C65 C66 P3

Invitation for Bids

14. DESCRIPTION OF AMENDMENT (continued)

(2) Please insert new drawing P8, dated 1 September 2009, attached hereto.

e. Please indicate receipt of this amendment on Standard Form 30 (AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT) as Amendment No. 0005. Failure to acknowledge all amendments may be cause for rejection of the offer.

IFB W912BU-09-B-0029

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION with RESPONSES

Solicitation No. W912BU-09-B-0029 9/1//2009

RFI

Dwg Sheet/Spec Section Comment Response

1 02490 What is the required steel grade and corrosion protection for the rock anchors? See Section 02490.

2 02490

Depending on the bar grade it may be very difficult to weld bearing plates to the rock anchors. Can securing the bearing plate to the rock anchor be accomplished by using a hex nut above and below the bearing plate instead of welding?

See Para 2.2.1 of Section 02490.

3 02490 Is there any required unbonded length for the rock anchors?

There is no unbonded length for the anchors.

4 G4 to G10 No existing elevations are noted. Can CAD files be relesed of Existing Grades and/or design elevations See Sheets C1 through C4.

Would the past experience of proposed subcontracts satisfy the “pre award survey submittal requirement” for the this project? This was noted in Amendment No. 2 pg. 00610, items 1-3 please advise.

See Para A.(1) of Section 00610.

Section 01010

Paragraph 1.2.L indicates that the existing Fuse Plug material will be stockpiled (for reuse). However, Section 01025 1.1.6 states ‘…removal and disposal of existing fuse plug…’ Please clarify. See Amendment No. 0005.

Will trench rock, if encountered during construction of Section 1b - Storm Drainage, be paid for under Item 2b? See Amendment No. 0005.

8 C53 Scour apron section detail 2/C53 does not specify length of drilled & grouted #11 rebar. Please specify.

Anchor bar depths are shown. Also, see note on right side of drawing.

9 C53 Scour Apron section detail 2/53, does scour apron rebar tie into soil nail CIP concrete facing wall rebar?

No they area constructed separately.

10 C53 Scour Apron section detail 2/53 does 4' deep by 2' wide haunch extend around both ends of scour pad?

No the left side of the scour apron is the Soil Nail toe drain shown on the same sheet.

11 02335

Section 3.3.3, 1st paragraph, of the Soil Nail wall specification accurately elaborates on the fact that close coordination is required between the soil nail wall contractor and the excavation contractor. However, the last line of this paragraph states “rock blasting for the wall face shall occur before the construction of the soil nail wall” without much further elaboration. Section 1.4.3, 3rd paragraph, of the Rock Excavation specification mentions the use of controlled blasting techniques such as “presplitting and cushion (trim) blasting”. Section 3.11, 2nd paragraph, states that before drilling the presplitting holes, all overburden soils need to be removed, which is not possible at the soil nail wall location as shown.

As a soil nail wall contractor bidding on this work, we agree that controlling the rock break line is extremely important at the soil nail wall location.

However, since the majority of the soil nail wall height is soil overlying bedrock, it is not possible to line drill at the back of the proposed shotcrete face unless it is done through the overburden before the start of the soil nail

The Government will not elaborate on construction methods or scheduling. It is the resposibility of the Contractor to coordinate specialty contractors.

12 02490

This specification does not appear to be applicable to the item of work actually shown on the drawings, which appears to be more like Rock Bolting or Rock Doweling. For example, Rock Anchors require a free stressing length and a bonded length, which according to the referenced Post-Tensioning Institute’s “Recommendations for Prestressed Rock and Soil Anchors” would require a minimum 10 ft unbonded length and presumably a minimum 10 ft bonded length whereas the length of the elements shown on the drawing are generally 11 or 12 feet in length and have no unbonded length. It appears to us that the designer’s intent is indeed rock bolts wherein a representative number of bolts would be proof-tested to verify the installation (not every element as indicated by the specifications). Please clarify. See Amendment No. 0005.

RFI Replies - Page 1

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W25PHS9149774

Solicitation No. W912BU-09-B-0029

Recovery--Spillway Modifications and Appurtenant Structures, Phase II

Issue Date: 12 August 2009

Bid Opening Date: September 11 2009

This Procurement will be Advertised as Unrestricted

SITE VISIT: Is scheduled to be held at Prompton Dam, Lackawaxen River Basin, PA on 18 August 2009 beginning at 10:00 AM local time.

X

JAMES E ECKHARDT 215-656-6773

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

12-Aug-2009

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______ calendar days and complete it within ________ calendar days after receiving award, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________SC-1

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ copies to perform the work required are due at the place specified in Item 8 by _1 __________ local time ______________ (date). 11 Sep 2009 If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

PAGE OF PAGES

1 OF

6. PROJECT NO.5. REQUISITION/PURCHASE REQUEST NO.

(If Other Than Item 7) W912BU 8. ADDRESS OFFER TO CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE

PHILADELPHIA PA 19107-3390

(Title, identifying no., date):

12B. CALENDAR DAYS

11:00 AM (hour) Sealed envelopes containing offers

FAX: TEL: TEL: FAX:

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

PROJECT TABLE OF CONTENTS VOLUME I

DIVISION 01 - GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

01025 MEASUREMENT AND PAYMENT

01312 QUALITY CONTROL SYSTEM (QCS)

01320 CONSTRUCTION PHOTOGRAPHY

01325 PROJECT SCHEDULE

01330 SUBMITTAL PROCEDURES

01340 COLOR BOARDS AND FINISH SAMPLES

01351 SAFETY, HEALTH, AND EMERGENCY RESPONSE (HTRW/UST)

01355 ENVIRONMENTAL PROTECTION

01420 SOURCES FOR REFERENCE PUBLICATIONS

01450 CHEMICAL DATA QUALITY CONTROL

01451 CONTRACTOR QUALITY CONTROL

01500 TEMPORARY CONSTRUCTION

01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01572 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01580 PROJECT AND SAFETY SIGNS

01670 RECYCLED / RECOVERED MATERIALS

01720 SURVEY REQUIREMENTS

01780 CLOSEOUT SUBMITTALS

01781 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02115 UNDERGROUND STORAGE TANK REMOVAL

02120 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02216 EROSION CONTROL MAT

02220 DEMOLITION AND RELOCATION

02231 CLEARING AND GRUBBING

02271 RIPRAP

02300 EARTHWORK

02335 ROCK EXCAVATION

02373 GEOTEXTILE

02455 SECANT WALL CONSTRUCTION

02467 DRILLED FOUNDATION CAISSONS (PIERS)

02480 FULL HEIGHT PANEL MECHANICALLY STABILIZED EARTH WALL

02490 ROCK ANCHORS

02491 SOIL NAIL WALL

02510 DELETED

02521 WATER WELLS

02540 DELETED

02552 HOT MIX ASPHALT (HMA) REPAIR

02630 STORM DRAINAGE

02703 BITUMINOUS CONCRETE

02704 DENSE GRADED AGGREGATE (DGA) BASE COURSE

02705 SUBBASE COURSES

02706 RAPID-DRAINING MATERIAL (RDM) DRAINAGE LAYER

02754 DELETED

02821 FENCING

02830 WELDED WIRE FACED MECHANICALLY STABILIZED EARTH WALL

02841 BRIDGE BARRIER AND GUIDE RAIL

02921 SEEDING

02930 TREES, SHRUBS, AND GROUND COVERS

PROJECT TABLE OF CONTENTS Page 1

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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 02630 and as indicated on the contract drawings, with the exception of the

Section 01025 Page 1 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 included in the contract lump sum price for the item.

Section 01025 Page 2

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, 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, except rock associated with the storm drainage system, 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 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

Section 01025 Page 3 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 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

Section 01025 Page 4 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 price.

[DELETION]

Section 01025 Page 5

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 impervious material, as specified in Section 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.

1.4 BID ITEM NO. 4, RECOVERY - BRIDGE AND ACCESS ROAD CONSTRUCTION

Items included in Bid Item No. 4, include all work associated with the construction of the concrete bridge and bituminous concrete access road, and are as follows:

Section 01025 Page 6

1.4.1 Item 4a, Deck and Superstructure

With the exception of common and rock excavation, bid item includes all work associated with the construction of the bridge deck, concrete approach slabs, prestressed girders, bearings, expansion joint assemblies, Type 10M vehicle barriers, electrical service within the vertical limits of the deck and floor drains as specified in Sections 02841, 03230, 03300, 03410, 05480, 05482 and 16402 and as shown on the contract drawings. 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.

1.4.2 Item 4b, Substructure

With the exception of common and rock excavation, bid item includes all work associated with the construction of the east and west bridge abutments, mid-span pier, wingwalls and east caissons, as indicated on the drawings and as specified in Sections 02467, 02490, 03300. 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.

(DELETION)

1.4.3 Bid Item 4c, Bituminous Concrete Pavement

With the exception of common and rock excavation, bid item includes all costs associated with the construction of all bituminous concrete pavement for access roads and parking areas, as indicated on the drawings and as specified in Sections 02703, 02704, 02705 and 02706. 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.

1.5 BID ITEM NO. 5, RECOVERY - TYPE B AND D RETAINING WALLS

Items included in Bid Item No. 5, include all work associated with the retaining wall modifications and construction on the east side of the spillway in the vicinity of the existing crest wall, and are as follows:

1.5.1 Item 5a, Concrete Retaining Walls

With the exception of common and rock excavation, bid item includes all costs associated with the construction of Type B and Type D cast-in-place concrete retaining walls along the top of the dam, as detailed on the drawings and as specified in Sections 02300 EARTHWORK and 03300 CAST-IN-PLACE STRUCTURAL CONCRETE. 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.

(DELETION)

1.5.2 Item 5b, Riprap

Bid item includes all costs associated with the installation of imported riprap along the upstream side of the Type B and D retaining walls, as specified in Section 02271 RIPRAP and as shown on the drawings. Work will be measured for payment by the ton of riprap satisfactorily placed and accepted. Payment will be made at the contract unit price per ton.

Section 01025 Page 7

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. Also included in the unit price shall be all geotextile incidental to this work.

(DELETION)

1.6 BID ITEM NO. 6, RECOVERY - OPERATIONS BUILDING

1.6.1 Item 6a, Operations Building

Bid item includes the construction of a 5,200 square foot operations building and all appurtenances out to the building 5-foot line, as specified herein and as indicated on the contract drawings. Item will also include all costs associated with the construction of the gazebo. 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. Also included in this bid item is the cost associated with the new generator located outside the 5-foot line of the building.

1.6.2 Item 6b, Demolition and Relocation

Bid item includes all costs associated with the demolition of the existing operations facilities and appurtenances and relocation of the existing flammable liquid storage building, as indicated on the contract drawings and as specified in Section 02220 DEMOLITION AND RELOCATION. 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.

[DELETION]

1.6.3 Item 6c, Other Related Sitework

With the exception of common excavation, bid item includes all costs associated with the sitework performed and constructed in support of the operations building to include, but not be limited to, all utilities outside the 5-foot line, perimeter fencing, water supply well, septic system, grading and landscaping. 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. All labor, equipment and materials used to connect the generator to the building will be included in Item 6a.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

Section 01025 Page 8

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