Am0002.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. 0002

Spillway Expansion Joint Repair, Fort Randall Dam, SD

See attached documentation for content of the amendment revisions

Date for receipt of Proposals is 18 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

01/10/2018

12/12/2017

01/10/2018

Am #0002 - 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:

18 January 2018

Amendment No. 0002 10 January 2018

SUBJECT: Amendment No. 0002 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 "18 January 2018" at "2:00 pm".

(2) Section 00 21 00 page 13, paragraph 1.12(b), add the following to the end of the paragraph: “The video shown at the pre-bid site visit on 4 January 2018 is available for bidding purposes. Contact Evan Schmitz (605-487-7845 x3269) for access to this video.”

(3) Section 00 22 00 page 11, paragraph 8.2.1, delete the line in the second paragraph that states "Only those projects for which the offeror was the prime contractor should be submitted."

(4) Section 00 22 00 page 12, paragraph 8.2.2, delete the third sentence of the last paragraph and substitute the following: "Projects cited which indicate the proposer was not the prime contractor may be evaluated less favorably".

(5) Section 01 12 00 page 2, paragraph 1.4, delete the second sentence and substitute the following: “The Contractor shall provide the materials and equipment and perform all work necessary to facilitate construction and to protect the work from damage by water that may originate in the form of precipitation, gate leakage, pier structure leakage, sump-pump outlets along the west abutment wall, and any other source of water that is common to the construction site.”

(6) Section 01 22 00 page 3, paragraph 1.1, Insert the following

Am #0002 - 3 as the second sentence, “The area designated as ‘18” Deep Removal’ will consist of concrete removal along the pier extension slab and along the existing concrete cantilever wall blocks at each abutment wall as shown in the contract drawings.”

(7) Section 01 30 00.24 page 14, paragraph 1.22, revise the severe weather days to read as follows:

Jan 31 Feb 28 Mar 31 Apr 5 May 5 Jun 6 Jul 4 Aug 4 Sep 5 Oct 4 Nov 5 Dec 31

(8) Section 01 45 00.15 10 Page 3, paragraph 1.2.2, the first sentence should read: “Particular attention is directed to Contract Clause, "Schedules for Construction Contracts", Contract Clause, "Payments", Section 01 33 00 SUBMITTAL PROCEDURES, and Section 01 45 00.00 10 QUALITY CONTROL, which have a direct relationship to the reporting to be accomplished through RMS.”

(9) Section 01 45 00.15 10 Page 8, paragraph 1.7.5, the first sentence should read: “Develop a construction schedule consisting of pay activities, in accordance with Contract Clause, "Schedules for Construction Contracts.””.

(10) Section 03 30 00 Page 3, paragraph 1.1, add the following new references:

“ACI 305.1-06 (2006) Specification for Hot Weather Concreting ACI 306R-16 (2016) Guide to Cold Weather Concreting ACI 308.1-11 (2011) Specification for Curing Concrete”

(11) Section 03 30 00 Page 9, paragraph 2.7.1.2, Add the following to the end of 2.7.1.2 – “As an option, the contractor may propose a method of manually feeding fibers into the batch. Fibers shall not be added as a 'clump'. If added manually, fibers must be pre-weighed and distributed evenly into the mixture. Proposal of manual dosing of fibers will require a Contractor to provide a detailed plan on the means and methods for controlling the distribution and proper amount of fibers. USACE will require the contractor to follow the accepted plan throughout the duration of construction. Along with all other batch ingredients, fiber will be subject to uniformity testing as described in 03 30 00 part 2.7.5.1.”

(12) Section 03 30 00 page 7, paragraph 2.2, delete the first paragraph and substitute the following:

Am #0002 - 4

“Fine and coarse aggregates shall meet the grading and quality requirements of ASTM C33 Class 4S: Coarse aggregate Size Number 57 (1-1/2 inch maximum size aggregate) consisting of 100% crushed, Sioux Quartzite material. At least 2% of the gradation shall be larger than 1 inch.”\

(13) Section 03 30 00 Page 15, paragraph 3.4.2, delete Table 3-1 and substitute the following:

(14) Section 03 30 00 page 16, paragraph 3.5.1, Replace the first sentence with, “Fresh concrete shall not be placed against adjacent hardened concrete until it is at least 24 hours old. (This requirement is applicable only to cold joint construction. In this instance, a cold joint shall be considered a joint between two placements of concrete where there is no planned joint of any kind according to project drawings. Cold joints are not planned for and are not included in project drawings, but sometimes may occur due to unpredictable constructability issues).

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

General Wage Decision No. SD170001 General Wage Decision No. SD180001 Dated 01/06/2017 Dated 01/05/2018

c. Drawings (Reissued). The following drawings are revised with latest revision date of 10 January 2018, and reissued with this amendment.

(1) Sheet G-0001, CP-102, S-001 and S-501.

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

Am #0002 - 5 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.

c. Electronic Mail (Email). It is acceptable to provide pricing proposals by Email to the following address:

Katriena.R.VerStraete@usace.army.mil or Nadine.L.Catania@usace.army.mil

Any Email message may be followed by a hard copy of the cost proposal sent to arrive in the following office no later than the next business day (Monday through Friday).

U.S. Army Corps of Engineers, Omaha District CENWO-CT-C (VerStraete) 1616 Capitol Avenue Omaha, NE 68102-4901

Telephone: (402) 995-2703

3. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 18 January 2018.

Attachments:

General Wage Decision No SD180001 listed in 1.b above Dwgs. listed in 1.c. above

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

10 Jan 2018

MFS/2184

SD170001 Page 1 Am0002

General Decision Number: SD180001 01/05/2018 SD1

Superseded General Decision Number: SD20170001

State: South Dakota

Construction Types: Heavy and Highway

Counties: South Dakota Statewide.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018

* SUSD2015-001 08/16/2015

Rates Fringes

CARPENTER........................$ 22.77 0.00

CONCRETE FINISHER................$ 21.41 0.00

ELECTRICIAN......................$ 22.79 0.00

LABORER

Group 1.....................$ 15.74 0.00 Group 2.....................$ 17.51 0.00 Group 3.....................$ 18.95 0.00 Group 5.....................$ 22.77 0.00 Group 6.....................$ 21.41 0.00

LABORER CLASSIFICATIONS:

GROUP 1: Air Tool Operator; Common Laborer; Landscape Worker, Flagger, Pilot Car Driver; Trucks under 26,000 GVW; Blue-top Checker, Materials Checker.

SD170001 Page 2 Am0002

GROUP 2: Mechanic Tender; Pipe Layer (except culvert); Form Builder Tender; Special Surface Finish Applicator; Striping.

GROUP 3: Asphalt Plant Tender; Pile Driver Leadsman; Form Setter, Oiler/Greaser.

GROUP 5: Form Builder

GROUP 6: Grade Checker

PAINTER..........................$ 21.41 0.00

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 16.85 0.00 Group 2.....................$ 18.13 0.00 Group 3.....................$ 19.89 0.00 Group 4.....................$ 20.30 0.00 Group 5.....................$ 22.75 0.00

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Concrete Paving Cure Machine; Concrete Paving Joint Sealer; Conveyor; Tractor (farm type with attachments); Self- Propelled Broom; Concrete Routing Machine; Paver Feeder;

Pugmill; Skid Steer.

GROUP 2: Bull Dozer 80 HP or less; Front End Loader 1.25 CY or less; Self-Propelled Roller (except Hot Mix); Sheepsfoot/50 Ton Pneumatic Roller; Pneumatic Tire Tractor or Crawler (includes Water Wagon and Power Spray Units); Wagon Drill; Air Trac; Truck Type Auger; Concrete Paving Saw.

GROUP 3: Asphalt Distributor; Bull Dozer over 80 HP; Concrete Paving Finishing Machine; Backhoes/Excavators 20 tons or less;

Crusher (may include internal screening plant); Front End Loader over 1.25 CY; Rough Motor Grader; Self-Propelled Hot Mix Roller; Push Tractor; Euclid or Dumpster; Material Spreader; Rumble Strip Machine.

GROUP 4:Asphalt Paving Machine Screed; Asphalt Paving Machine;

Cranes/Derricks/Draglines/Pile Drivers/Shovels 30 to 50 tons;

Backhoes/Excavators 21 to 40 tons; Maintenance Mechanic;

Scrapers; Concrete Pump Truck.

GROUP 5:Asphalt Plant; Concrete Batch Plant;

Backhoes/Excavators over 40 tons;

Cranes/Derricks/Draglines/Pile Drivers/Shovels over 50 tons;

Heavy Duty Mechanic; Finish Motor Grader; Automatic Fine Grader; Milling Machine; Bridge Welder.

TRUCK DRIVER

Group 1.....................$ 16.57 0.00 Group 2.....................$ 18.82 0.00

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Tandem Truck without trailer or pup; Single Axle Truck over 26,000 GVW with trailer.

SD170001 Page 3 Am0002

GROUP 2: Semi-Tractor and Trailer; Tandem Truck with Pup.

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the

SD170001 Page 4 Am0002 most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

SD170001 Page 5 Am0002

* a conformance (additional classification and rate) ruling

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

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION