AM0001.PDF

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0001

Spillway Expansion Joint Repair, Fort Randall Dam, SD

See attached documentation for content of the amendment revisions

Date for receipt of Proposals is 17 January 2018 at 2:00 pm

Government Point of Contact: Katriena Ver Straete (402) 995-2703 Katriena.R.VerStraete@usace.army.mil

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F18R0007

12/26/2017

12/12/2017

12/26/2017

Am #0001 - 2 (Continuation SF 30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F18R0007 :all amendments may cause rejec- :

:tion of the offer. See FAR : Date of Issue: 12 December 2017 :52.215-1 of Section 00 21 00 : New Date of Receiving Proposals:

17 January 2018

Amendment No. 0001 26 December 2017

SUBJECT: Amendment No. 0001 to Request for Proposal Solicitation Package for Construction of Spillway Expansion Joint Repair, Fort Randall Dam, SD Solicitation No. W9128F18R0007

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Section 00 10 00, SF1442 and CLIN Pricing Schedule, delete date and time of receiving proposals shown and substitute "17 January 2018" at "2:00 pm".

(2) Section 00 12 00 page 3, delete paragraph “1.5 Project Survey and Layout” in its entirety and substitute “Not Used”.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment.

Pages or Sections Deleted Pages or Sections Substituted or Added

Proposal Schedule Proposal Schedule 00 10 00 Pages 3 & 4 00 10 00 Pages 3 and 4

Section 01 22 00 Section 01 22 00 Measurement and Payment Measurement and Payment

c. Drawings (Reissued). The following drawings are revised with latest revision date of 26 December 2017, and reissued with this amendment.

(1) Sheet CP-102, S-101, S-501 and S-502.

d. Drawing (New). The following new drawing dated 26 December 2017 is hereby added to the request for proposal drawings and are issued with this amendment.

(1) Sheet S-503.

Am #0001 - 3 (Continuation SF 30)

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal occasioned thereby.

a. Hand-Carried Proposals shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

b. Mailed Proposals shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.

3. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 17 January 2018.

Attachments:

Section 00 10 00, CLIN Pricing Schedule Pages 3 and 4 Spec Pages listed in 1.b. above Dwgs. listed in 1.c. and 1.d. above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

26 Dec 2017

MFS/2184

00 10 00 Page 3 Am0001

CLIN PRICING SCHEDULE

Item Estimated Unit No. Description Quantity Unit Price Amount

BASIC ITEMS

0001 18” Deep Removal:

0001AA 4,725 SF 4,725 SF $________ $_______________

0001AB Over 4,725 SF 1,550 SF $________ $______________

0002 Full Depth Removal:

0002AA 5,000 SF 5,000 SF $________ $_______________

0002AB Over 5,000 SF 500 SF $________ $_______________

0003 Partial Depth Removal:

Contractor shall provide pricing for only one of the following methods. Method 1 consists of Item No. 0003AA plus Item No. 0003AB. Method 2 consists of Item No. 0003AC. Contractor is authorized to submit a separate proposal for each Method.

Contractor is not authorized to submit a proposal with both Method 1 and Method 2 combined. Contractor shall provide pricing for only one method per proposal.

Method 1: Reference specification Section 01 22 00 Part 3 for a complete description of Partial Depth Removal

0003AA/0003AB.

0003AA 140 CY 140 CY $________ $_______________

0003AB Over 140 CY 40 CY $________ $_______________

Method 2: Reference specification Section 01 22 00 Part 3 for a complete description of Partial Depth Removal 0003AC.

0003AC 825 LF 825 LF $________ $_______________

0004 Mortar Removal:

Contractor shall provide pricing for only one of the following methods. Method 1 consists of Item No. 0004AA plus Item No. 0004AB. Method 2 consists of Item No. 0004AC. Contractor is authorized to submit a separate proposal for each Method.

Contractor is not authorized to submit a proposal with both Method 1 and Method 2 combined. Contractor shall provide pricing for only one method per proposal.

Method 1: Reference specification Section 01 22 00 Part 4 for a complete description of Partial Depth Removal

0004AA/0004AB.

0004AA 100 CY 100 CY $________ $_______________

0004AB Over 100 CY 25 CY $________ $_______________

Method 2: Reference specification Section 01 22 00 Part 4 for a complete description of Partial Depth Removal 0004AC.

0004AC 150 CY 150 CY $________ $_______________

00 10 00 Page 4 Am0001

0005 Concrete Placement:

0005AA First 800 CY 800 CY $________ $_______________

0005AB Next 150 CY 150 CY $________ $_______________

0005AC Over 950 CY 100 CY $________ $_______________

0006 Waterstop Replacement:

1,150 LF $________ $_______________

0007 Joint Seal Replacement:

1,050 LF $________ $_______________

0008 Install Steel Angle Protection:

2,100 LF $________ $_______________

0009 Install Cover Plate

1,000 LF $________ $_______________

0010 ALL REMAINING WORK

1 Job xxx $_______________

TOTAL BASIC (ITEMS 0001 thru 0010) $_______________

Notes:

1. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of variation between the Job (lump-sum) prices and the total amount, the lump-sum prices will be considered the price submitted.

2. A modification to a proposal which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump-sum price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0010.

3. See section 01 30 00.24 for (UAI 5152.211-9001) VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED

ITEMS (MAR 1995)

4. Funds are not presently available for this acquisition. No contract award will be made until appropriated funds are made available.

Spillway Expansion Joint and Waterstop Repair, Ft Randall Dam, SD FRF0

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 18" DEEP REMOVAL

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 FULL DEPTH REMOVAL

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 PARTIAL DEPTH REMOVAL

3.1 Work Included

3.2 Measurement

3.3 Payment

PART 4 MORTAR REMOVAL

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 CONCRETE PLACEMENT

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 WATERSTOP REPLACEMENT

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 JOINT SEAL REPLACEMENT

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 INSTALL STEEL ANGLE PROTECTION

8.1 Work Included

8.2 Measurement

SECTION 01 22 00 Page 1 Am0001

8.3 Payment

PART 9 INSTALL COVER PLATE

9.1 Work Included

9.2 Measurement

9.3 Payment

PART 10 ALL REMAINING WORK

10.1 Work Included

10.2 Measurement

10.3 Payment

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the d rawings, provided in the specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

LUMP SUM ITEMS

Quantities: The quantities under lump sum items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments: Interim payments will be made in accordance with the estimated value of work done as determined by the CO or as specified in this section, and in accordance with contract clause for payments.

UNIT PRICE ITEMS

Payments to Contractor: Payments will be made to the Contractor and approved by the Contracting Officer for unit price items in accordance with measurements determined by Contracting Officer's Representative at the unit prices entered in the proposal schedule.

Interim Measurement/Payments: Interim measurements and/or payments may be adjusted to take account of partially completed work.

BIDDING ITEMS

PART 1 18" DEEP REMOVAL

1.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for the removal and offsite disposal of concrete to a depth no less than 18 inches, average amplitude hydromilled depth utilizing an approved calibration or by other approved means of removal as listed in specification section 03 01 32. Depth of removal will be measured under a straightedge as indicated in the drawings and as specified herein. All material, equipment, and labor related to

SECTION 01 22 00 Page 3 treatment of construction related water shall also be included as part of this pay item. Work shall also include all materials, equipment, and labor to locate and protect or repair existing #6 dowels in accordance with the plans and specifications. (Pay Item 0001)

1.2 Measurement

Square Foot. Measurement shall be made by a direct measurement of the removal limits.

1.3 Payment

Applicable unit price multiplied by the number of square feet of concrete removed and accepted.

PART 2 FULL DEPTH REMOVAL

2.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for full depth removal and offsite disposal of concrete as indicated in the drawings and as specified herein. This pay item shall also include all materials, equipment, and labor to locate and protect or repair existing anchor bars in accordance with the plans and specifications. Full depth removal of concrete will expose weir structure and frost blanket material. Costs associated with any required replacement of frost blanket material are covered under other pay item. This item does not include any concrete removal required to place mechanical butt splices in the 'Partial Depth Removal' area as shown on the contract drawings. (Pay Item 0002)

2.2 Measurement

Square Foot. Measurement shall be made by a direct measurement of the removal limits.

2.3 Payment

Applicable unit price multiplied by the number of square feet of concrete removed and accepted.

PART 3 PARTIAL DEPTH REMOVAL

3.1 Work Included

The Contractor can choose one of two methods to complete the requirements of this bid item:

Method 1 (0003AA + 0003AB) The first acceptable method consists of partial depth removal of a 4'-3" wide section of concrete across 825 LF of spillway, as shown in the plans as 'partial depth removal'. This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for partial depth hydrodemolition removal or other approved means of removal as listed in specification section 03 01 32 and as shown in the contract drawings. This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for the removal and offsite disposal of concrete to a depth that will provide a minimum 3 inch clearance below the bottom of the reinforcement as shown in the plans.

SECTION 01 22 00 Page 4

Clearance below rebar will be measured from the bottom edge of the lowest bar to the substrate surface as indicated in the drawings and as specified herein. All material, equipment, and labor related to treatment of construction related water shall also be included as part of this pay item.

This pay item shall also include all materials, equipment, and labor required to locate and protect or repair existing anchor bars in accordance with the plans and specifications. Work shall also include all materials, equipment, labor, and all other incidental work to install steel reinforcement lap splices in accordance with the contract documents.

(Pay Item 0003)

Method 2 (0003AC) The second acceptable method consists of providing mechanical butt splices across 825 LF of spillway, as shown in the plans. This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for the removal and offsite disposal of concrete as required to place mechanical butt splices. This pay item shall also include all materials, equipment, and labor required to locate and protect or repair existing anchor bars in accordance with the plans and specifications. Work shall also include all materials, equipment, labor, and all other incidental work to install mechanical splices in accordance with the contract documents.

(Pay Item 0003)

3.2 Measurement

Method 1 (0003AA + 0003AB) Cubic Yard. For method 1, the partial depth removal of a 4'-3" wide section of concrete will be paid for by the cubic yards removed.

Measurement shall be made by means of direct measurement, rounded up to the nearest cubic yard.

Method 2 (0003AC) Linear Foot. Method 2 will be measured by the linear feet of spillway width being repaired by means of mechanical butt splices. Measurement will be as measured across the 825 LF portion of the spillway width, as shown on the contract drawings. Measurement shall be made by means of direct measurement, rounded up to the nearest linear foot.

3.3 Payment

Method 1 (0003AA + 0003AB) Applicable unit price multiplied by the number of cubic yards completed and accepted.

Method 2 (0003AC) Applicable unit price multiplied by the number of linear feet completed and accepted.

PART 4 MORTAR REMOVAL

4.1 Work Included

The Contractor can choose one of two methods to complete the requirements of this bid item:

Method 1 (0004AA + 0004AB)

SECTION 01 22 00 Page 5

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for partial depth hydrodemolition removal or other approved means of removal as listed in specification section 03 01 32 and as shown in the contract drawings.

Mortar removal shall extend to a depth that will provide a minimum 3 inch clearance below the bottom of the reinforcement as shown in the plans.

Clearance below rebar will be measured from the bottom edge of the lowest bar to the substrate surface as indicated in the drawings and as specified herein. All material, equipment, and labor related to treatment of construction related water shall also be included as part of this pay item.

Offsite disposal of concrete and demolished materials will be required.

This pay item shall also include all materials, equipment, and labor to locate and protect or repair existing anchor bars in accordance with the contract plans and specifications. Work shall also include all materials, equipment, labor, and all other incidental work to install steel reinforcement lap splices in accordance with the contract documents.

(Pay Item 0004)

Method 2 (0004AC) This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for full depth removal of the 'Mortar Removal' area as shown in the contract drawings. Mortar removal shall include complete removal and offsite disposal of materials down to the underlying frost blanket. All material, equipment, and labor related to treatment of construction related water shall also be included as part of this pay item. This pay item shall also include all materials, equipment, and labor to locate and protect or repair existing anchor bars in accordance with the contract plans and specifications. Work shall also include all materials, equipment, labor, and all other incidental work to place new steel reinforcement and to mechanical butt splice reinforcement in accordance with the contract drawings and specifications.

(Pay Item 0004)

4.2 Measurement

Method 1 (0004AA + 0004AB) Cubic Yard. Measurement shall be made by a direct measurement of the removal limits, rounded up to the nearest cubic yard.

Method 2 (0004AC) Cubic Yard. Measurement shall be made by a direct measurement of the removal limits, rounded up to the nearest cubic yard.

4.3 Payment

Method 1 (0004AA + 0004AB) Applicable unit price multiplied by the number of cubic yards completed and accepted.

Method 2 (0004AC) Applicable unit price multiplied by the number of cubic yards completed and accepted.

SECTION 01 22 00 Page 6

PART 5 CONCRETE PLACEMENT

5.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for surface preparation, surface profiling, placement of steel reinforcing and hooked dowels, and placement of concrete to a depth as indicated in the drawings and as specified herein. This work shall also include all materials, equipment, labor, and all other incidental work required for placement of tar paper bond breaking material, performance of concrete testing, and the performance of wet curing the concrete in accordance with the specifications. (Pay Item 0005)

5.2 Measurement

Cubic Yard. Measurement shall be made by direct measurement of repaired areas reported by the contractor and verified by the Government QA representative as specified herein.

5.3 Payment

Applicable unit price multiplied by the number of cubic yards of repair material placed and accepted.

PART 6 WATERSTOP REPLACEMENT

6.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for the removal and offsite disposal of the existing waterstop and placement of the retrofit waterstop, including splices, as indicated in the drawings along the expansion joint between the weir extension and chute slab and as indicated at the spillway walls. This bid item shall also include all materials, equipment, labor and all other incidental work needed for exposing, splicing to, and replacement of existing waterstop along the weir extension slab centerline joint and along the spillway walls in accordance with the contract documents.(Pay Item 0006)

6.2 Measurement

Linear Foot. Measurement shall be made along the centerline of new waterstop between the weir extension and chute slab, along each wall, and along the centerline of joint of the weir extension slab. Measurement provides no allowance for splices, intersections, or for replacement of any existing waterstop that was damaged by the contractor.

6.3 Payment

Applicable unit price multiplied by the number of linear feet of new waterstop placed and accepted.

PART 7 JOINT SEAL REPLACEMENT

7.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed for the removal and offsite

SECTION 01 22 00 Page 7 disposal of the existing joint seal and expansion material and placement of the retrofit joint seal and expansion materials as indicated in the drawings along the expansion joint between the weir extension and chute slab and as indicated at the spillway walls. This pay item shall also include all materials, equipment, and labor needed to protect the waterstop prior to placement of the joint seal and shall also cover cleaning out joints immediately prior to placement of the joint seal. (Pay Item 0007)

7.2 Measurement

Linear Foot. Measurement shall be made along the centerline of the joint seal with no allowance for splices and intersections.

7.3 Payment

Applicable unit price multiplied by the number of linear feet of seal replaced and accepted.

PART 8 INSTALL STEEL ANGLE PROTECTION

8.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, and all other incidental work needed to furnish and install stainless steel angles with associated anchors, hardware, adhered sponge rubber spacers, rivet nuts, and studs as indicated in the drawings and as specified herein. This pay items shall also include all materials, equipment, and labor associated with providing the specified surface profile on the angles prior to installation of the joint seal. (Pay Item 0008)

8.2 Measurement

Linear Foot. Measurement shall be based on the length of installed and accepted steel angle with no allowance for splices and intersections.

8.3 Payment

Applicable unit price multiplied by the number of linear feet of steel angle placed and accepted.

PART 9 INSTALL COVER PLATE

9.1 Work Included

This work shall include but not be limited to all materials, equipment, labor, machine screws/nuts, silicone sealant, threadlocking compound, rivet nuts, steel bar, epoxy sealant, and all other incidental work needed to furnish and install stainless steel cover plates as indicated in the drawings and as specified herein. (Pay Item 0009)

9.2 Measurement

Linear Foot. Measurement shall be based on the length of installed and accepted steel cover plate with no allowance for splices and intersections.

9.3 Payment

Applicable unit price multiplied by the number of linear feet of steel

SECTION 01 22 00 Page 8 cover plate placed and accepted.

PART 10 ALL REMAINING WORK

10.1 Work Included

The work of this item shall include but not be limited to labor, materials, mobilization, demobilization, permits, care of water, the work associated and all work incidental to the completion of the required work according to the plans and specifications not otherwise covered in the accompanying bid items. This pay items shall also include all labor, materials, equipment, mobilization/demobilization, set-up, certification costs, operation by a certified individual, and tear-down of an on-site concrete batch plant.

Labor, materials, and equipment required to remove and reset mahole frame, manhole steps, and associated rebar as shown on plan sheet RF-001 shall also be included in this pay item. All costs associated with labor, materials, mobilization, equipment, placement, and all other incidental work needed for restoring frost blanket material to the required elevation shall be included as part of this bid item. All costs associated with labor, materials, mobilization, equipment, placement, and all other incidental work needed for removal and replacement of all hydrodemolition calibration areas. (Pay Item 0010)

10.2 Measurement

Lump sum.

10.3 Payment

Payment for this item shall be the lump sum amount as indicated on the Bidding Schedule.

-- End of Section --

SECTION 01 22 00 Page 9