Am_0003.pdf

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

The above numbered solicitiation for the 100% Hubzone Set-Aside Multiple Aw ard Task Order Contract (MATOC) Greater New Orleans and Southern LA Hurricane Protection & Restoration is hereby amended as follow s:

-Provide the Government's response to additional questions and make minor revisions to Task Order No. 0001 Plans and Specif ications package - Project LGM-020B, Phase I Repairs to Golden Meadow Pumping Station, Lafourche, LA.

The proposal due date is extended to Tuesday, August 24, 2010 @ 2:00PM CST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 19-Aug-2010

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 W912P8-10-R-0050

X 9B. DATED (SEE ITEM 11)

22-Jul-2010

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 2 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)

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

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

A. T HIS CHANGE ORDER IS ISSUED PURSUANT T O: (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

19-Aug-2010

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P8-10-R-0050

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time 24-Aug-2010 02:00 PM has been added.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

QUESTIONS AND ANSWERS

The following is an additional General Question regarding Hubzone MATOC Solicitation # W912P8-10-R-0050 (Question # 20):

20. Section 00130, page 3, item 3 - Price Proposal Instructions of the solicitation states that Joint Ventures shall be approved by the Small Business Administration (SBA.) We are aware that the applicable FARs are 19.1303, CFR 126.601 and CFR 126.616 but are not aware of any approvals that can be obtained from the SBA. We called the SBA and their representative said that they do not provide approvals for Hubzone Joint Ventures. Please clarify that an explicit SBA approval will not be required with our proposal as long as the Joint Venture complies with applicable federal regulations.

Yes, that is correct. For further clarification, Joint Ventures must meet the requirements of FAR

19.1303 (c), which states “A joint venture may be considered a Hubzone small business if the business entity meets all the criteria in 13 CFR 126.616.” Refer to Code of Federal Regulations (CFR) 126.616 for Hubzone Joint Venture requirements.

The following are additional Technical Questions regarding Task Order No. 0001 Plans and Specifications- Project LGM-020B – Phase I Repairs to Golden Meadow Pumping Station, Lafourche Parish, LA (Questions # 38 – 48 and revision to Question 22):

Revision to response for Question 22 answered via Amendment No. 0001, dated August 13, 2010:

22. Although there isn’t a pay item for layout and stak ing, is the contractor responsible or will the government handle this?

Original Answer – An amendment is forthcoming that will address this issue. The Contractor is responsible for layout and staking of the work. A note will be added to Drawing G-03.

Revised/Corrected Answer:

Yes, the Contractor is responsible for layout and staking of the work. A note will NOT be added to Drawing G-03 as it is unnecessary. Reference contract clause no. 52.236-17 Layout of Work (Apr 1984) which is included in Section 00700 of the solicitation and provided here for clarification:

“52.236-17 LAYOUT OF WORK (APR 1984)

The Contractor shall lay out its work from Government established base lines and bench marks indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through its negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

(End of clause)”

NEW QUESTIONS.

38. SECTION 26 24 16.00 40, Page 5, paragraph 2.3 states "Test complete panelboards in accordance with UL 67". If all installed components pass their respective UL or NEMA test, will this be a necessary test?

Answer – If the assembled panelboards are listed by UL as an assembly and are provided with visible UL listing labels that are permanently attached to the panelboards, then no further testing would be required in this instance only.

39. Bid form indicates 200 LF of Timber Pile (bid item 0036). Drawing S-05 Detail A indicates 8 timber piles with a min of 40’ in length. Please clarify.

Answer – This amendment shall correct the estimated quantity for bid schedule line item # 0036 to 320 LF.

40. Can the discharge pipe 48” and 30” pipe be spiral weld? The existing was spiral but on other USACE projects straight weld was required. The piping spec did not specify.

Answer – Yes, a spiral welded pipe is acceptable.

41. Will the new discharge pipe(s) need the tar epoxy coating applied to the inside and outside?

The painting specs do not specify coatings on the piping.

Answer – Please refer to the painting specifications @ Section 09 90 00.

42. Bid item 0042 indicates an inspection trench. Where and what is this required? I did not find it on the drawings.

Answer –Section 01100, paragraph 9. Utilities and Improvements, subparagraph b., has been revised in this amendmentfor clarification.

It should be noted that payment and description of inspection trench is in section 31 23 17.00 10 “Structural Excavation and Backfill”.

43. If we deem the work platform not to be required, will our bid be considered non-responsive if it is left blank? How should we address this?

Answer – See answer to question #48 below. Yes, offerors that leave these items blank will be considered non-responsive. Please refer to the revisions to Note 1 in Section 00010 – Bid Schedule and response to question # 48.

44. Are the sheet piles for the precast concrete bridge to be paid for under pay item 0027 (Sheet Piling). Please verify.

Answer – Yes, refer to revisions to Section 32 34 00.00 12 in this amendment. Additionally, refer to changes in quantity of bid schedule Item 0027 “Steel Sheet Piling, Type PZC-18” to a revised quantity of 60,415 SF.

45 Section 32 34 00.01 12 page 2 Paragraph 1.2.1 says that the guard rails are not measured for payment, but the bid sheet has an item for Guard Rails (0044).

Answer – Bid schedule Item 0044 Guard Rails is not covered under specification section 32 34

00.01 12. Bid schedule Item 0044 is for the “W” Beam Guardrails as shown on drawing pages S-15 and S-16 and covered by specification section 34 71 13.27 12 Guard Rail.

For clarification, revisions are included in this amendment to remove any references to the contract guardrail and revise the scope, measurement and payment paragraphs in Section 32 34

00.01 12 “Precast Concrete Bridge,” will be revised to include the thrie-beam transition barriers and intermediate barriers.

46. Section 01 53 00.01 12 page 2 paragraph 1.2 reads that payment will be made in the contract prices for the work in which it is incidental, but the bid sheets have a pay item for Temp. Flood Protection (0007).

Section 00010 – Bid Schedule has been revised to Delete Item 0007 Temporary Flood Protection as no measurement and payment will be made for this item. As stated in specification Section 01 53 00.01 12 – Temporary Flood Protection, “No measure or payment will be made for work included in this section. All costs in connection therewith shall be included in the contract prices for the items of work to which the work is incidental.”

47. The two Amendments answered some of our questions, however if you could give us some guidance on the cast-in-place concrete work for the concrete pavement shown on drawing C-05 and the concrete slabs under the discharge pipes shown on drawing C-11.

Which bid item should the bidders include this work under?

Should it be included with the Concrete Scour Protection Bid Item 47, 47AA, 47AB?

Answer - Slope pavement C-05 and the concrete slabs under the discharge pipes shown on drawing C-11 are included in Concrete Scour Protection Bid Item 47, 47AA, 47AB.

48. We are requesting clarification to the answer provided to Question #3 on Page of 8 of Amendment 0001, dated August 13, 2010. The subject question and answer are:

3. PT 1 - Will the contractor be required to build and/or maintain a road way from the two separate entrances to the project right of way? If so, how will this be paid for?

Answer from Amendment No. 0001 – No, the USACE has provided multiple means for temporary accessing the site. It is the Contractor’s option on how to access the site.

They can access along the protected side levee berms from the north and/or south, they can access the site using barges/floats, work platforms, they can use the new Whaskey type bridge or any combination as shown in the plans and specifications.

How should we price Bid Items 0021 – Separator Geotextile (Alt. Access Roads) and 0038 – Alternate Access Roads if we elect to not build the access roads as called for in the plans? Are these option bid items that can be left blank?

Answer: The Government (USACE) has provided several alternatives for temporary access to the project site. For bidding purposes, items 0003, 0021, and 0038 have been included in the bid schedule for offerors to choose which items apply or correspond with their proposed means and methods for temporary access to the project site. Offerors shall provide pricing for the applicable line items (one, two, or all three, as necessary) to correspond with the offerors’ technical approach for accessing the project site. For bid schedule items determined unnecessary based on the offeror’s selected means for temporary access to the project site, offerors shall include a $0.00 in the estimated amount column of the bid schedule for that particular line item. For further clarification, reference Note 1 of Section 00010 – Bid Schedule, which has been revised via this amendment. Please note that offerors shall NOT leave any item blank, but shall include $0.00 for any of the three (3) items that the offeror determines unecessary (0003, 0021, or 0037).

See changes to Task Order # 0001 - Plans and Specifications - Project LGM-020B - Phase I Repairs to Golden Meadow Pumping Station, Lafourche, LA (Attached pages 6 -14)

SECTION 00010

Delete pages 00010-3, 4, 5, 6, and 7 in their entirety and substitute the attached pages 00010-3, 4, 5, 6, and 7 therefore.

SECTION 01100

Page 13, paragraph 9, subparagraph b. Delete this subparagraph in its entirety and substitute the following therefore:

“b. An inspection trench shall be excavated along the sheet pile floodwall centerline. Measurement and payment of the inspection trench shall be as specified in Section 31 23 17.00 10 “Structural Excavation and Backfill.”

Any unidentified pipes or structures which may be found within the limits of the work during the course of construction, including those labeled as possibly abandoned on Drawing R-05, shall not be disturbed nor shall construction or excavation be performed at these locations until approved by the Contracting Officer. The Contractor shall take precautionary measures when working around Vision’s buried communication line that will be affected by the construction of the new bridge. A representative from Vision will work with the Contractor to locate and expose the buried cable as needed. Payment for ordered excavation, cutting and capping of abandoned pipe lines, if any, will be made in accordance with the Contract Clause in Section 00700 entitled "Differing Site Conditions (FAR 52.236- 2)”.”

SECTION 31 41 16.00 12

Page 6. After paragraph 2.3, add the following new paragraphs:

2.4 STEEL SHEET PILING

Steel for sheet piling shall conform to the requirements of ASTM A 572/A 572M, Grade 50. Sheet piling, including special fabricated sections, shall be of the type and dimensions indicated on the drawings, and be of a design such that when in place they will be continuously interlocked throughout their entire length. All sheet piling shall be provided with standard pulling holes located approximately 4 inches below the top of the pile, unless otherwise shown or directed. Steel sheet piling shall be hot rolled and shall have the properties equivalent to those listed in the following table:

MINIMUM PROPERTIES OF SECTIONS

Nominal Section Moment Web Modulus of Inertia Type of Thickness in3/ft in4/ft Section (inches) of Wall of Wall

Z-Type 0.375 31.0 187.3

2.4.1 Substitute Sheet Pile Sections

The Contractor may elect to substitute for the sheet piling shown on the contract drawings and specified above. Combinations of substitute piling types shall not be permitted.

2.4.2 Substitute Sheet Piling Submittals

When proposing substitute piling, the Contractor shall submit, for approval, the following items at no additional cost to the Government:

(1) Complete shop drawings of the proposed sections showing the dimensions and details of the alternate piling including all fabricated and corner sections.

(2) A complete layout of the alternate sheet piling. The P.I. Stations, transitions and monolith lengths shall remain.”

SECTION 31 62 16.00 12

Page 2 and 3, paragraphs 1.2.2.1, 1.2.2.2, 1.2.2.3, and 1.2.2.4. Delete these paragraphs in their entirety and substitute the following therefore:

“1.2.2.1 Furnishing and Delivering H-Piles

Payment for furnishing and delivering the required lengths of steel H-piles will be made at the contract unit price per linear foot for “Furnish H-Pile, HP 14X89”. Price and payment shall constitute full compensation for all cost of furnishing and painting H-Piles, and delivering to the job site/or an offsite storage location.

1.2.2.2 Driving H-Piles

Payment for driving permanent piles will be made at the contract unit price per linear foot for “Drive H-Pile, HP 14X89.” Price and payment shall constitute full compensation for handling, splicing, driving, measuring heave, redriving heaved piles, cutting off piles at the cutoff elevation, compiling driving records, backfilling voids around piles, and any other items incidental to driving piles to the required elevation.

1.2.2.3 Horizontal Tie-Beams

Payment for permanent tie-beams of A-Frame will be made at the contract unit price per each for "Horizontal Beam, HP 14X89". Price and payment shall constitute full compensation for furnishing, handling, on-site fabrication, steel plates, shims, painting, installing and other work incidental thereto.

1.2.2.4 Additional Bracing At Discharge Pipes

Payment for additional bracing of tie beams at discharge pipes will be made at the contract unit price per each for "Additional Bracing At Discharge Pipes".

Price and payment shall constitute full compensation for furnishing, handling, on-site fabrication, steel plates, shims, painting, installing and other work incidental thereto.

1.2.2.5 Steel W-Sections

Payment for delivering and furnishing the required lengths of steel W-sections to the site will be made at the applicable contract unit price per linear foot for "Steel W-Section, W18x65" and "Steel W-Section, W18x130". Price and payment shall constitute full compensation for all cost of furnishing all plant, labor, incidental, storing, handling, painting and installing.”

SECTION 32 34 00.01 12

1. Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.1 SCOPE

The work shall consist of furnishing and erecting a precast concrete bridge (Waskey type or an approved equal) at the location and to the dimensions shown on the drawings. The bridge shall be of precast concrete slab sections as shown on the plans. It shall be complete with deck sections, precast caps, thrie-beam transition barriers, intermediate barriers, dowels and tie rods and cast-in-place approach slabs. The bridge shall be designed for H20-44 loading according to the current edition of the American Association of State Highway and Transportation Officials.”

2. Page 2, paragraph 1.2.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.2.1 Precast Concrete Bridge

The precast concrete bridge will not be measured for payment. Payment for the precast concrete access bridge will be made at the contract lump sum price for "Precast Concrete Bridge". Price and payment shall constitute full compensation for all materials, equipment, tools, labor and incidentals and for performing all work necessary to deliver, form, place reinforcing and precast pile caps, manufacturer, deliver and install precast deck units, thrie-beam transition barriers, intermediate barriers , place fill, construct reinforced Portland cement concrete approach slabs and abutments including all necessary structural excavation; cast in-place structural concrete; and all other work incidental to installing the new bridge except for precast concrete piling, PZC-18 sheet piling and the “W” beam guardrail system.”

00010-3 Ed 10-056

SECTION 00010 – TASK ORDER BIDDING SCHEDULE

Larose to Golden Meadow, Hurricane Risk Reduction Project, Phase 1 Repairs at Golden Meadow Pumping Station, Lafourche Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

Mobilization and Demobilization

1 LS

0002 Safety Fence 1,700 LF

0003 Work Platform 1 LS

Videotape and Photographic Documentation

1 LS

Framed Sheet Pile Penetration

1 LS

0006 Traffic Control 1 LS

0007* DELETED

0008 Silt Fences 3,100 LF

0009 Truck Wash-Down Rack(s) 1 LS

Anchored Reinforced Vegetation System

600 SY

0011 Selective Demolition 1 LS

Precast Discharge Pipe Bent

4 EA

0013 Valve Operating Platform 1 LS

48" Discharge Pipe Couplings

2 EA

30" Discharge Pipe Couplings

1 EA

0016 48" Discharge Pipe 77 LF

0017 30" Discharge Pipe 33 LF

Electrical Distribution System (Under 600-Volts)

1 LS

Integrated Switch Gear Systems

1 LS

00010-4 Ed 10-056

Separator Geotextile (Permanent Access Roads)

1,964 SY

Separator Geotextile (Alternate Access Roads)

0021AA First 3,334 SY 3,334 SY

0021AB All over 3,334 6,512 SY

0022 Clearing and Grubbing 1 LS

0023 Structural Excavation 2,300 CY

0024 Structural Backfill 1,050 CY

0025 Inspection Trench 410 CY

Embankment, Compacted Fill

1 LS

0027* Steel Sheet Piling, Type

PZC-18

60,415 SF

14 inch Pile, Concrete Precast, Prestressed

2,728 LF

0029 Furnish H-Pile, HP 14X89 18,525 LF

0030 Drive H-Pile, HP 14X89 18,525 LF

0031 Steel W-Section, W18x65 975 LF

0032 Steel W-Section, W18x130 35 LF

Compression Pile Load Tests

0033AA First Compression Test 1 EA

0033AB

All Over 1 Compression Test

1 EA

0034 Tension Pile Load Tests

0034AA First Tension Test 1 EA

0034AB All Over 1 Tension Test 1 EA

0035 Load Frame and Test Piles 1 LS

0036* Furnish and Drive Timber Piles

320 LF

0037 Permanent Access Roads 660 CY

00010-5 Ed 10-056

0038 Alternate Access Roads

0038AA First 650 CY 650 CY

0038AB All Over 650 CY 1,266 CY

0039 Chain Link Fencing 410 LF

0040 Precast Concrete Bridge 1 LS

Turf Establishment and Maintenance

1 LS

Modifications to Existing Utilities

1 LS

18-Inch Corrugated Metal Pipe

70 LF

0044 Guard Rail 100 LF

48" Discharge Pipe Butterfly Valve

2 EA

30" Discharge Pipe Butterfly Valve

1 EA

0047 Concrete Scour Protection

0047AA First 460 CY 460 CY

0047AB All Over 460 CY 100 CY

0048 Web Camera System 1 LS

0049 Gates 2 EA

Horizontal Beam, HP 14X89

75 EA

Additional Bracing At Discharge Pipes

4 EA

TOTAL: $________________

*Denotes a change from the previous bid sheet.

Award will be made as a whole to one bidder.

*NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank (excluding items 003, 0021, and 0038) for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE (EXLUDING ITEMS 003, 0021, AND 0038) AND

THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE DECLARED

NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR AWARD. For items 003, 0021, and 0038 the Contractor shall only include an estimated amount dictated by his means and methods. If the item is not chosen as part of the Contractor’s means and methods shall include a $0.0 in the Estimated Amount.

00010-6 Ed 10-056

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See

FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp�

00010-7 Ed 10-056

EVALUATION OF SUBDIVIDED ITEMS. (EFARS 52.211-5000 - MAR 95).

Item Nos. 0021, 0033, 0034, 0038, and 0047 is subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS. (EFARS

52.211-5001 - MAR 95).

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0021, 0033, 0034, 0038, and 0047.

a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item Nos. 0021, 0033, 0034, 0038, and 0047 is less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity .

c. If the quantity of work performed under Item Nos. 0021, 0033, 0034, 0038, and 0047 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(End of Clause)

00010_Am0003