Solicitation_ W90VN921R0046.pdf

SEE ADDENDUM

(No Collect Calls)

W90VN921R0046 26-May-2021

b. TELEPHONE NUMBER

315-763-5692

8. OFFER DUE DATE/LOCAL TIME

01:00 PM 14 Jun 2021

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W90VN99. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

SSG MCGEE, KESHA S.

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

F1C0RH1103AW02

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED ORX

SMALL BUSINESS

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

411TH CONTRACTING SUPPORT BRIGADE, KOREA

RCO DAEGU, UNIT #15682

APO AP 96218-5682

UNITED STATES

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE F3J6SG 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

607 ACOMS/SCX

KANG, SEUNG WON

607 MMS/CE

APO AP 96278-2117

UNITED STATES

TEL: 766-4204 FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$16,500,000

NAICS:

238110

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF60

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W90VN921R0046

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot Concrete 650 PSI

FFP

Deliver 987 cubic meters of 650 PSI concrete with Flexural strength 25mm (1") nominal max aggregate size, 75mm (3") slump, and must meet all requirements in the statement of work/ product specifications.

FOB: Destination MFR PART NR: Null

PURCHASE REQUEST NUMBER: F1C0RH1103AW02

PSC CD: 5680

NET AMT

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 45 dys. ADC 1 607 ACOMS/SCX

KANG, SEUNG WON

607 MMS/CE

APO AP 96278-2117

UNITED STATES

766-4204 FOB: Destination

F3J6SG

REQUIREMENT

CLIN DELIVERY DATES QUANTITY SHIP TO ADDRESS DODACC/CAGE

6 JULY – 10

AUGUST 2021

(Subject to Change)

987 CM

607 MMS/CE

KANG, SUNG WON

UNIT #2166

DAEGU AIR BASE

APO AP 96213-2166

KOREA, SOUTH

F3J6SG

DELIVERY INSTRUCTION

1. DELIVERY INSTRUCTIONS:

a. Calls shall be placed by the Project Manager/COR to order airfield concrete in accordance with the Statement of Work. The vendor agrees to deliver the quantity ordered per call within 3 days after receiving and acknowledging the call. Each call shall be logged/recorded as to the time and date of the call and verified by the Project Manager/COR prior to delivery.

b. The vendor agrees to provide delivery of 650 PSI Airfield concrete to Daegu K2 AB.

2. RECEIVING OFFICER: TSgt Elauria, John, john.elauria@us.af.mil, Daegu K2 Air Base, Republic of Korea

3. TIME OF DELIVERY: Items shall be delivered to Daegu K2 Air Base, Republic of Korea no later than 3 days after receipt and acknowledgment of each call.

*Delivery will be ordered in approximately 230 cubic meter (300 cubic yard) increments per call.

Quantities may vary depending on the call from the project manager.

STATEMENT OF WORK

1. DESCRIPTION OF SERVICES

The contractor will provide delivery of 987 Cubic Meters (1291 Cubic Yards) of airfield concrete to Daegu K-2 Air Base, Daegu, Republic of Korea. Contractor shall provide concrete made from approved materials, and follow all specifcations shown below, and all applicable UFC and UFGS guidance. All concrete placement in the formwork will be done by government labor. Any delivery not meeting the specification at time of delivery shall be rejected at contractor’s cost.

1.1 CEMENTITIOUS MATERIALS

Provide cementitious materials consisting of portland cement, or only portland cement in combination with supplementary cementitious materials (SCM), that conform to appropriate specifications listed below. New submittals are required when the cementitious materials sources or types change.

1.1.1 Portland Cement

Provide portland cement conforming to ASTM C150/C150M, Type I, II, low alkali cement.

1.1.2.1 Fly Ash

If fly ash is used, provide fly ash that conforms to ASTM C618, Class F, including the requirement for uniformity and effectiveness in controlling Alkali-Silica reaction with a loss on ignition not exceeding 6 percent. Provide Class F fly ash for use in mitigating Alkali-Silica Reactivity with a total equivalent alkali content less than 3 percent.

1.1.2.2 Raw or Calcined Natural Pozzolan

If pozzolan is used, provide natural pozzolan that is raw or calcined and conforms to ASTM C618, Class N, including the optional requirements for uniformity and effectiveness in controlling Alkali-Silica reaction with a loss on ignition not exceeding 6 percent. Provide Class N pozzolan for use in mitigating Alkali-Silica Reactivity with a total equivalent alkali content less than 3 percent.

1.1.2.3 Ultra Fine Fly Ash and Ultra Fine Pozzolan

If these materials are used, provide Ultra Fine Fly Ash (UFFA) and Ultra Fine Pozzolan (UFP) that conforms to ASTM C618, Class F or N, and the following additional requirements:

a. The strength activity index at 28 days of age of at least 95 percent of the control specimens.

b. The average particle size not exceeding 6 microns.

1.1.3 Slag Cement

If this material is used, provide slag cement (ground-granulated blast-furnace slag) that conforms to ASTM C989/C989M, Grade 120.

1.1.4 Supplementary Cementitious Materials (SCM) Content

Use of one of the SCMs listed below is optional, unless the SCM is required to mitigate ASR.

TABLE 1:SUPPLEMENTARY CEMENTITIOUS MATERIALS CONTENT

Supplementary Cementitious Material

Minimum Content (percent)

Maximum Content (percent)

Class N Pozzolan and Class F Fly Ash

SiO2 + A12O3 + Fe2O3 > 80 percent

20 35

SiO2 + A12O3 + Fe2O3 > 90 percent

15 35

UFFA and UFP 7 16 Slag Cement 40 06

1.2 AGGREGATES

1.2.1 Aggregate Sources

1.2.1.1 Durability of Coarse Aggregate

Evaluate and test all fine and coarse aggregates to be used in all concrete for durability in accordance with ASTM C88. Provide fine and coarse aggregates with a maximum of 18 percent loss when subjected to 5 cycles using Magnesium Sulfate or a maximum of 12 percent loss when subjected to 5 cycles if Sodium Sulfate is used.

1.2.1.2 Alkali-Silica Reactivity

Evaluate and test fine and coarse aggregates to be used in all concrete for alkali-aggregate reactivity. Test all size groups and sources proposed for use.

a. Evaluate the fine and coarse aggregates separately, using ASTM C1260.

Reject individual aggregates with test results that indicate an expansion of greater than 0.08 percent after 28 days of immersion in 1N NaOH solution, or perform additional testing as follows: utilize the proposed low alkali portland cement, blended cement, and SCM, or Lithium Nitrate in combination with each individual aggregate. If only SCMs are being evaluated, test in accordance with ASTM C1567. If Lithium Nitrate is being evaluated, with or without SCMs, test in accordance with COE CRD-C 662. Determine the quantity that meets all the requirements of these specifications and that lowers the expansion equal to or less than 0.08 percent after 28 days of immersion in a 1N NaOH solution. Base the mixture proportioning on the highest percentage of SCM required to mitigate ASR-reactivity.

b. If any of the above options does not lower the expansion to less than

0.08 percent after 28 days of immersion in a 1N NaOH solution, reject the aggregate(s) and submit new aggregate sources for retesting.

Submit the results of aggregate testing for evaluation and acceptance.

1.2.1.3 Combined Aggregate Gradation

In addition to the grading requirements specified for coarse aggregate and for fine aggregate, provide the combined aggregate grading meeting the following requirements:

a. Provide materials selected and the proportions used such that when the Coarseness Factor (CF) and the Workability Factor (WF) are plotted on a Diagram as described in d. below, the point and its associated production tolerance thus determined falls within the parallelogram described therein. Refer to AF ETL 97-5 for combined aggregate plot area recommendations for the intended placement technique(s).

b. Determine the Coarseness Factor (CF) from the following equation:

CF = (cumulative percent retained on the 9.5 mm sieve)(100) (cumulative percent retained on the 2.36 mm sieve)CF = (cumulative percent retained on the 3/8 inch sieve)(100) (cumulative percent retained on the No. 8 sieve)

c. The Workability Factor (WF) is defined as the percent passing the 2.36 mm No. 8 sieve based on the combined gradation. Adjust the WF, prorated upwards only, by 2.5 percentage points for each 42 kg 94 pounds of cementitious material per cubic meter yard greater than 335 kg per cubic meter 564 pounds per cubic yard.

d. Plot a diagram using a rectangular scale with WF on the Y-axis with units from 20 (bottom) to 45 (top), and with CF on the X-axis with units from 80 (left side) to 30 (right side). On this diagram, plot a parallelogram with corners at the following coordinates (CF-75, WF-28), (CF-75, WF-40), (CF-45, WF-32.5), and (CF-45, WF-44.5). If the point determined by the intersection of the computed CF and WF does not fall within the above parallelogram, revise the grading of each size of aggregate used and the proportions selected as necessary.

e. Plot the associated production tolerance limits, identified in Table 6, around the CF and adjusted WF point.

1.2.2 Coarse Aggregate

1.2.2.1 Material Composition

Provide coarse aggregate consisting of crushed or uncrushed gravel, crushed stone,or a combination thereof. Provide aggregates consisting of clean, hard, uncoated particles meeting the requirements of ASTM C33/C33M except as specified herein. Provide coarse aggregate that has been washed sufficient to remove dust and other coatings. Provide coarse aggregate with no more than 40 percent loss when subjected to the Los Angeles abrasion test in accordance with ASTM C131/C131M. Provide coarse aggregates with a maximum sodium sulfate soundness loss of 12 percent, or with a magnesium sulfate soundness loss of 18 percent after five cycles when tested in accordance with ASTM C88.

1.2.2.2 Particle Shape Characteristics

Provide coarse aggregates that are angular or subangular in shape. The quantity of flat particles and elongated particles in any size group coarser than the 9.5 mm 3/8 inch sieve are not allowed to exceed 20 percent by weight as determined by the Flat Particle Test and the Elongated Particle Test of ASTM D4791. A flat particle is defined as one having a ratio of width to thickness greater than 3; an elongated particle is one having a ratio of length to width greater than 3.

1.2.2.3 Size and Grading

Provide coarse aggregate with a nominal maximum size of 1.5 inches (25mm). Grade and provide the individual aggregates in size groups meeting the individual grading requirements of ASTM C33/C33M, to meet the coarseness and workability factor criteria for the proposed combined gradation. Additional aggregate size groups may be required to meet the above mentioned coarseness and workability criteria of paragraph

COMBINED AGGREGATE GRADATION.

1.2.2.4 Deleterious Materials - Airfield Pavements

The amount of deleterious material in each size group of coarse aggregate is not allowed to exceed the limits shown in Table 2 below, determined in accordance with the test methods shown.

TABLE 2

LIMITS OF DELETERIOUS MATERIALS IN COARSE AGGREGATE FOR

AIRFIELD PAVEMENTS

Percentage by Mass Materials (h) Limit Clay lumps and friable particles

(ASTM C142/C142M)

0.2

Shale (a) (ASTM C295/C295M) 0.1 Material finer than 0.075 mm No. 200 sieve (b) (

ASTM C117)

0.5

Lightweight particles (c)

(ASTM C123/C123M)

0.2

Clay ironstone (d) (ASTM C295/C295M) 0.1 Chert and cherty stone (less than 2.40 Sp. Gr.) (e) 0.1

(ASTM C123/C123M and ASTM C295/C295M) Claystone, mudstone, and siltstone (f) (

ASTM C295/C295M)

0.1

Shaly and argillaceous limestone (g)

(ASTM C295/C295M)

0.2

Other soft particles (COE CRD-C 130) 1.0 Total of all deleterious substances exclusive of material finer than 0.075 mm No. 200 sieve

1.0

(a) Shale is defined as a fine-grained, thinly laminated or fissile sedimentary rock. It is commonly composed of clay or silt or both. It has been indurated by compaction or by cementation, but not so much as to have become slate.

(b) Limit for material finer than 0.075 mm No. 200 sieve is allowed to be increased to 1.5 percent for crushed aggregates if the fine material consists of crusher dust that is essentially free from clay or shale. Use XRD or other appropriate techniques as determined by petrographer to quantify amount and justify increase.

(c) Test with a separation medium with a density of Sp. Gr. of 2.0. This limit does not apply to coarse aggregate manufactured from blast-furnace slag unless contamination is evident.

(d) Clay ironstone is defined as an impure variety of iron carbonate, iron oxide, hydrous iron oxide, or combinations thereof, commonly mixed with clay, silt, or sand. It commonly occurs as dull, earthy particles, homogeneous concretionary masses, or hard-shell particles with soft interiors. Other names commonly used for clay ironstone are "chocolate bars" and limonite concretions.

1.2.2.5 Testing Sequence for Deleterious Materials in Coarse Aggregate No extension of time or additional payment due to any delays caused by the Testing or evaluation is allowed. The minimum test sample size of the coarse aggregate is 90 kg (200 pounds) for the 3/4 inch and larger maximum size and 25 pounds for the No.

4 to 3/4 inch coarse aggregate.

1.2.3. Fine Aggregate

1.2.3.1 Composition

Provide fine aggregate consisting of natural sand, manufactured sand, or a combination of the two, and composed of clean, hard, durable particles meeting the requirements of ASTM C33/C33M. Provide fine aggregate that has been washed sufficient to remove dust and other coatings. Stockpile and batch each type of fine aggregate separately.

Provide fine aggregate with particles that are generally spherical or cubical in shape.

1.2.3.2 Grading

Provide fine aggregate, as delivered to the mixer, with a grading that conforms to the requirements of ASTM C33/C33M and having a fineness modulus of not less than 2.50 nor more than 3.40.

1.3 CHEMICAL ADMIXTURES

1.3.1 General Requirements

Chemical admixtures may only be used when the specific admixture type and manufacturer is the same material used in the mixture proportioning studies and after approval of a contractor submitted mix design by the government project engineer.

Provide air-entraining admixture conforming to ASTM C260/C260M. Calcium chloride and admixtures containing calcium chloride are not allowed. If used, provide retarding or water-reducing admixture that meet the requirements of ASTM C494/C494M, Type A, B, or D, except that the 6-month and 1-year compressive strength tests are waived.

ASTM C494/C494M, Type F and G high range water reducing admixtures and Type S specific performance admixtures are not allowed. ASTM C1017/C1017M flowable admixtures are not allowed.

1.3.2 High Range Water Reducing Admixture (HRWRA)

High Range Water Reducing Admixtures are NOT PERMITTED except when using Silica Fume. If used, provide a high-range water-reducing admixture that meets the requirements of ASTM C494/C494M, Type F or G, that is free from chlorides, alkalis, and is of the synthesized, sulfonated complex polymer type. Add the HRWRA to the concrete as a single component at the batch plant. Add the admixture to the concrete mixture only when its use is approved or directed, and only when it has been used in mixture proportioning studies to arrive at approved mixture proportions. Submit certified copies of the independent laboratory test results required for compliance with ASTM C494/C494M.

1.4 WATER

Provide water for mixing and curing that is fresh, clean, potable, and free of oil, acid, salt, or alkali. Non-potable water, or water from concrete production operations, may be used if it meets the requirements of ASTM C1602/C1602M.

1.5 SPECIFIED FLEXURAL STRENGTH

Specified flexural strength, R, for concrete is 650 psi at 28 days, as determined by tests made in accordance with ASTM C78/C78M of beams fabricated and cured in accordance with ASTM C192/C192M

1.6 WATER-CEMENTITIOUS MATERIALS RATIO:

The MAXIMUM allowable water-cementitious material ratio is 0.45. The water-cementitious material ratio is the equivalent water-cement ratio as determined by conversion from the weight ratio of water to cement plus SCM by the mass equivalency method described in ACI 211.1.

1.7 AIR CONTENT:

Provide concrete that is air-entrained with a total air content of 5.0% plus or minus 1.5 percentage points, at the point of placement. Determine air content in accordance with

ASTM C231/C231M.

1.8 SLUMP:

The allowable slump of the concrete at the point of placement must be between 75 mm (3 inches) – 127 mm (5 inches) for pavement constructed with fixed forms. The slump test will be conducted in accordance with ASTM C143.

1.9 CONCRETE DENSITY:

Concrete density will be checked using ASTM C138.

1.10 CONCRETE TEMPERATURE:

The maximum concrete temperature allowed is 90F/32.2C at the time of placement. The temperature will be tested in accordance with ASTM C1064.

1.11 MIXTURE PROPORTIONS:

Provide concrete composed of cementitious material, water, fine and coarse aggregates, and admixtures. Include supplementary Cementitious Materials (SCM) choice and usage in accordance with paragraph SUPPLEMENTARY CEMENTITIOUS MATERIALS (SCM) CONTENT. Provide a minimum total cementitious materials content of 470 pounds per cubic yard (278kg/m3). Acceptable admixtures consist of air entraining admixture and may also include, as approved, water-reducing admixture.

2. SCHEDULE: The contractor must be able to deliver a specified quantity of concrete within 3 days notice from the project manager or Contracting Officer’s Representative. Orders may be up to 459 CM (600 CY) in size. The contractor shall deliver the ordered quantity to match the government’s rate of concrete placement, but at minimum must be able to provide 1 truck every 15 minutes for the entire order. The contractor will provide batch delivery tickets in english with every truck to allow Government personnel to accept delivery.

3. LIABILITY: The contractor shall be liable for any damages resulting from any carelessness or failure to follow proper safety, installation, engineering, or maintenance procedures and standards.

4. GOVERNMENT FURNISHED SERVICES: The government will provide site preparation, concrete placement, fininshing, and quality assurance work.

5. GENERAL INFORMATION

5.1 HOURS OF OPERATION: The normal hours of operation for the project are from 0600 to 2100, every day of the week.

5.2 CONTRACTOR PERSONNEL: The contractor shall provide point of contact (POC) for all contractual matters during all hours of operation. The contractor will provide an English speaking foreman on-site during all deliveries. The POC shall respond within 1 hour during normal duty hours of operation and within 2 hours during non-duty hours to discuss concerns with government personnel designated by the Contracting Officer.

6. SECURITY

6.1 PASS AND IDENTIFICATION ITEMS: Prior to the start of on-site work, the contractor shall submit all applications for base passes for all employees, including sub-contractor employees, and vehicles requiring access to Daegu Air Base in order to perform under this contract. All drivers shall receive airfield flight line training prior to concrete delivery to ensure access for pour days.

6.2 RETRIEVING IDENTIFICATION MEDIA: The contractor shall return all identification media and/or visitor passes from employees who depart for any reason before the contract expires; i.e. terminated for cause, reassignment, retirement, etc.

6.3 TRAFFIC LAWS: The contractor and its employees shall comply with base traffic regulations. Traffic regulations include, but are not limited to: Employees shall wear seatbelts when operating or riding in any vehicle (military, company or private owned) while on installation. Be aware of reduced speed limits and exercise caution when driving in base housing and school zones. All vehicle operators on the installation shall not use cell phones unless the vehicle is safely parked or they are using a 100% hands free device.

6.4 FOR OFFICIAL USE ONLY (FOUO): The contractor shall comply with DoD 5400.7-R, Chapter 4, DoD Freedom of Information Act (FOIA) Program, requirements.

This regulation sets policy and procedures for the disclosure of records to the public and for marking, handling, transmitting, and safeguarding FOUO material.

6.5 REPORTING REQUIREMENTS: Contractor personnel shall report to an appropriate authority any information or circumstances of which they are aware may pose a threat to the security of DoD personnel, contractor personnel, resources, and classified/unclassified defense information. Employees shall be briefed by their immediate supervisor upon initial on-base assignment.

6.6 PHYSICAL SECURITY: The contractor shall be responsible for safeguarding all Government property and controlled forms provided for contractor use. At the end of each work period, all Government facilities, equipment and materials shall be secured.

7. MILITARY EXERCISES: No compensation will be claimed for any delays resulting from re-entry procedures due to military exercises.

8. DELIVERABLES

8.1 LIST OF DELIVERABLES:

• Concrete mix design for Government Project Engineer approval

• Copies of laboratory test reports and sources for cement, supplementary cementitious materials (SCM), aggregates, and all admixtures.

• Flexural strength test results, (7-day minimum) (ASTM C78/C78M)

9. DELIVERY LOCATION:

The contractor shall deliver materials to the flight line access gate located near building 5006 on Daegu (K-2) Air Base. Upon arrival, the contractor will be escorted by 554 RHS personnel onto flight line and directed to final delivery location.

Figure 1: Project Location: Daegu K-2 Air Base

Figure 2: Flight Line Access Gate Location for Delivery

10. REFERENCE STANDARDS:

UFC 3-260-02

UFGS 32 13 11

ASTM C33/C33M-13

ASTM C78/C78M

ASTM C88

ASTM C131/C131M

ASTM C138

ASTM C143

ASTM C150/C150M

ASTM C192/C192M

ASTM C231/C231M

ASTM C260/C260M

ASTM C494/C494M

ASTM C1064

ASTM C1260

ASTM C1602/C1602M

ASTM C1567

ASTM D4791

INSTRUCTIONS TO OFFERORS

1. GENERAL INSTRUCTIONS FOR PREPARATION OF PROPOSAL:

a. Offeror(s) are cautioned to follow the detailed instructions fully and carefully, as the Government reserves the right to make award based on initial offers received, without discussions of such offers.

b. Offeror(s) may, at the discretion of the Government, be asked to provide more information and clarification regarding their proposals. The Government may make a final determination as to whether an offer is acceptable or unacceptable solely based on the proposals as submitted, without requesting any further information. However, if it is deemed necessary the Government may, at its sole discretion, request additional information for clarification purposes. The proposals are intended to be evaluated, and award made, without discussions with the offerors (other than for the purpose of clarification), unless discussions are determined to be necessary. If the Government conducts discussions, the Government shall conduct discussions with all offerors in the in accordance with FAR 15.3.

2. SUBMISSION DOCUMENT: Offers shall be submitted via email to

Kesha.s.mcgee2.mil@mail.mil

a. Offer Breakdown: Offerors shall submit an offer breakdown that identifies Materials, Labor, and Transportation and Equipment (T&E), and other resources upon which the offeror intends to rely to perform this contract in accordance with the Statement of Work. The offer breakdown must demonstrate that the offeror understands the requirement in the RFP by listing an appropriate amount of materials, labor, and transportation and equipment required to perform the contract in accordance with the Statement of Work and drawings. The Offeror’s proposal must contain all contractor’s costs including mobilization, demobilization, overhead, profit, insurance, design fee and all other costs including but not limited to compliance with environmental laws, tax laws, protection or moving of Government property, engineering services (to include survey work and drawings) and waste disposal inherent to accomplish the work request. No allowance will be made later for any other purpose whatsoever unless specifically allowed elsewhere in the contract. Offeror shall provide one (1) original offer breakdown with price and one

(1) copy of the offer breakdown without price in accordance to the provided template below:

(1) Materials:

(I) Local Materials:

(A) Type of material with item description, capacity or model number;

(B) Quantity

(II) U.S. Origin Materials:

(A) Type of material with item description, capacity or model number;

(2) Quantity Labor:

(I) Category of labor;

(II) Quantity (man-days in each category);

(3) Transportation and Equipment:

(I) Description of all transportation and equipment (category and capacity);

(II) Quantity (per trip or equipment-day);

(4) Other Critical Resource(s): Must be fully described.

b. Section K: Offerors must complete all portions of Section K. The offeror shall review all expenses to ensure that all applicable taxes are excluded from the overall price. In addition, any proposed exemption of a specific ROK tax shall be legitimate, attributable to the contract, and authorized by the applicable stated references.

c. Technical Evaluation Factors: Proposals shall address the following technical factors that will be used as part of the basis for award (see section M):

Factor A. Past Performance: The past performance volume shall include the following:

(1) Past Performance Information

(a) The offeror shall provide a list of all contracts and subcontracts it has held within the last three (3) years which are similar or same construction to that which is detailed in the solicitation. Offerors shall present past performance for themselves, and for any proposed division, subcontractor, or teaming contractor whose effort on this contract will significantly influence performance of the proposed effort. For the purpose of this evaluation, the term "offeror" includes all team or joint venture members and subcontractors performing major project functions.

(b) Each performance evaluation will consider the furnished or gathered data, significant achievement(s), the number and severity of problems, the effectiveness of corrective actions taken, and the overall work record. The overall evaluation will be the product of the subjective judgment of the evaluator after it considers all available, relevant, and recent information.

(c) Content listing of the past performance information:

Company Information:

(i) Category of Business

(ii) Company Name

(iii) Licenses and Certificates

(iv) The Registration Number of Contractor

(v) Company Achievements and Awards Recognition

Past Contracts:

(i) Contract number

(ii) Total dollar value

(iii) Contract award date

(iv) Procuring agency

(v) Title of contract

(vi) Program Manager (name, address, and telephone number)

(vii) Description of program/product

(viii) Contracting Officer (name, address, e-mail address and telephone number)

(ix) Period of performance

(x) Type of contract

(xi) A synopsis of relevant performance, segregated by areas, which occurred under each contract.

The following ratings will be used in evaluating Relevant Past Performance:

Failure to submit the above requirements may be grounds for determining the proposal to be non-responsive and not eligible to be considered for award.

(End of provision)

RFQ INSTRUCTIONS

1. All sources may submit a proposal or quote as applicable. However, the Republic of Korea (ROK)-United States (U.S.) Status of Forces Agreement (SOFA), precludes the U.S. Government from granting Invited Contractor or Technical Representative status to any offeror, for this requirement. All sources submitting a proposal or quote, as applicable, including U.S. sources, must already have, or obtain the requisite business licenses directly from the ROK Government, and conduct business in accordance with all applicable ROK laws, including but not limited to, rules and policies regarding labor, taxation, and immigration. Any contractor not already doing business in Korea as a local source, must submit adequate verification in its initial proposal or quote, that it has the requisite authorization and capacity to compete for the requirement as a local source, and to perform the contract as a local source. If an initial proposal does not fully demonstrate this authorization and capacity, it will not be further considered for award. Whether an offeror qualifies as a local source shall be determined by the Contracting Officer.

2. LOCAL CONTRACTORS:

The proposed acquisition will be limited to local contractors. All required material, labor, transportation, and facilities and these supply items are available locally. There is nothing inherently difficult about the project that requires the presence of invited contractors.

3. The Price Proposal should be Korea Won (₩).

QUOTATIONS INFORMATION

Acceptable (A) Based on the Offeror's Performance record, the Government has a reasonable expectation that the Offeror will successfully perform the required effort, or the Offeror's performance record is unknown. All the information must be submitted for review and analysis.

Unacceptable (U) Based on the Offeror's performance record, the Government has no reasonable expectation that the Offeror will be able to successfully perform the required effort.

ADDENDUM TO FAR 52.212-1, INSTRUCTIONS TO THE OFFEROR(S)

1. The quotation with item description must be conforming to the requirement, and must be submitted to SAM.beta.Gov at (https://beta.sam.gov ) The electronic proposal shall be submitted by 1300 hrs (Korea Standard Time) on the closing date of he RFQ. The Government requests all questions be emailed to kesha.s.mcgee2.mil@mail.mil within three (3) days after the solicitation is issued. If Sam.beta.Gov is not available, email offers to kesha.s.mcgee2.mil@mail.mil

. The quotation submitted in any other fashion than following these instructions will not be considered for award.

If Sam.beta.Gov is not available, email to kesha.s.mcgee2.mil@mail.mil with the evidence document such as screen shot. The SAM.BETA.GOV unavailability is limited to ONLY SAM.BETA.GOV server problem not individual failure/problem.

2. Proposal Preparation Instructions. The offeror quotation must demonstrate a clear understanding of the solicitation requirement. Failure to provide a complete proposal may reflect lack of understanding of the requirements and may result in a determination that the offeror is technically unacceptable.

3. The offeror(s) shall submit the following requirements IAW para. 1 above.

a. Price Schedule: The offerors shall submit a completed pricing schedule.

b. Technical Proposal: Specification for the proposed items.

Failure to submit the above requirements may be grounds for determining the proposal to be non- compliant to the RFQ and ineligible for contract award.

4. Clause 5152.204-4032, FAR 52.212-1, 2 and 3: The terms “Quotation” and “Quoter” shall be substituted for “Offer” and “Offeror.”

BASIS OF AWARD

The Government will award a contract resulting from this solicitation to the responsible offeror having submitted the lowest-priced, technically acceptable offer that satisfies all terms and conditions of this solicitation. The following factors shall be used to evaluate quotations:

Factor A : Price Schedule - The lowest price for award purposes will be the total of all CLIN prices.

Factor B : Technical - Item(s) shall meet the specifications of each proposed items.

To be determined technically acceptable, the submitted specification must meet the Government requirement as stated in this solicitation.

Note: To be determined responsible, a prospective contractor must meet FAR 9.104-1 General standards.

SHIPPING/PAYMENT INFORMATION

ADDENDUM TO FAR 52.212-4 CONTRACT TERMS AND CONDITIONS— COMMERCIAL ITEMS

DELIVERY/PAYMENT INFORMATION

DELIVERY INSTRUCTIONS:

a. Calls shall be placed by the Project Manager/COR to order airfield concrete in accordance with the Statement of Work. The vendor agrees to deliver the quantity ordered per call within 3 days after receiving and acknowledging the call. Each call shall be logged/recorded as to the time and date of the call and verified by the Project Manager/COR prior to delivery.

b. The vendor agrees to provide delivery of concrete to Daegu K2 AB.

2. RECEIVING OFFICER: TSgt Elauria, John, j ohn.elauria@us.af.mil , Daegu K2 Air Base, Republic of Korea

3. TIME OF DELIVERY: Items shall be delivered to Daegu K2 Air Base, Republic of Korea no later than 3 days after receipt and acknowledgment of each call.

*Delivery will be ordered in approximately 230 cubic meter (300 cubic yard) increments per call. Quantities may vary depending on the call from the project manager.

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-24 Representation Regarding Certain Telecommunications and

Video Surveillance Services or Equipment.

OCT 2020

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

AUG 2020

52.204-26 Covered Telecommunications Equipment or Services-- Representation.

OCT 2020

52.212-1 Instructions to Offerors--Commercial Items JUN 2020 52.212-4 Contract Terms and Conditions--Commercial Items OCT 2018 52.233-2 Service Of Protest SEP 2006 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

DEC 2019

252.225-7041 Correspondence in English JUN 1997 252.232-7008 Assignment of Claims (Overseas) JUN 1997 252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JAN 2021

CLAUSES INCORPORATED BY FULL TEXT

52.203-2 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION (APR 1985)

(a) The offeror certifies that --

(1) The prices in this offer have been arrived at independently, without, for the purpose of restricting competition, any consultation, communication, or agreement with any other offeror or competitor relating to –

(i) Those prices,

(ii) The intention to submit an offer, or

(iii) The methods of factors used to calculate the prices offered:

(2) The prices in this offer have not been and will not be knowingly disclosed by the offeror, directly or indirectly, to any other offeror or competitor before bid opening (in the case of a sealed bid solicitation) or contract award (in the case of a negotiated solicitation) unless otherwise required by law; and

(3) No attempt has been made or will be made by the offeror to induce any other concern to submit or not to submit an offer for the purpose of restricting competition.

(b) Each signature on the offer is considered to be a certification by the signatory that the signatory --

(1) Is the person in the offeror's organization responsible for determining the prices offered in this bid or proposal, and that the signatory has not participated and will not participate in any action contrary to subparagraphs (a)(1) through (a)(3) of this provision; or

(2) (i) Has been authorized, in writing, to act as agent for the following principals in certifying that those principals have not participated, and will not participate in any action contrary to subparagraphs (a)(1) through (a)(3) of this provison ______________________________________________________ (insert full name of person(s) in the offeror's organization responsible for determining the prices offered in this bid or proposal, and the title of his or her position in the offeror's organization);

(ii) As an authorized agent, does certify that the principals named in subdivision (b)(2)(i) above have not participated, and will not participate, in any action contrary to subparagraphs (a)(1) through (a)(3) above; and

(iii) As an agent, has not personally participated, and will not participate, in any action contrary to subparagraphs (a)(1) through (a)(3) of this provision.

(c) If the offeror deletes or modifies subparagraph (a)(2) of this provision, the offeror must furnish with its offer a signed statement setting forth in detail the circumstances of the disclosure.

(End of Provision)

52.204-25 PROHIBITION ON CONTRACTING FOR CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

(a) Definitions. As used in this clause--

Backhaul means intermediate links between the core network, or backbone network, and the small subnetworks at the edge of the network (e.g., connecting cell phones/towers to the core telephone network). Backhaul can be wireless (e.g., microwave) or wired (e.g., fiber optic, coaxial cable, Ethernet).

Covered foreign country means The People's Republic of China.

Covered telecommunications equipment or services means--

(1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities);

(2) For the purpose of public safety, security of Government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities);

(3) Telecommunications or video surveillance services provided by such entities or using such equipment; or

(4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.

Critical technology means--

(1) Defense articles or defense services included on the United States Munitions List set forth in the International Traffic in Arms Regulations under subchapter M of chapter I of title 22, Code of Federal Regulations;

(2) Items included on the Commerce Control List set forth in Supplement No. 1 to part 774 of the Export Administration Regulations under subchapter C of chapter VII of title 15, Code of Federal Regulations, and controlled--

(i) Pursuant to multilateral regimes, including for reasons relating to national security, chemical and biological weapons proliferation, nuclear nonproliferation, or missile technology; or

(ii) For reasons relating to regional stability or surreptitious listening;

(3) Specially designed and prepared nuclear equipment, parts and components, materials, software, and technology covered by part 810 of title 10, Code of Federal Regulations (relating to assistance to foreign atomic energy activities);

(4) Nuclear facilities, equipment, and material covered by part 110 of title 10, Code of Federal Regulations (relating to export and import of nuclear equipment and material);

(5) Select agents and toxins covered by part 331 of title 7, Code of Federal Regulations, part 121 of title 9 of such Code, or part 73 of title 42 of such Code; or

(6) Emerging and foundational technologies controlled pursuant to section 1758 of the Export Control Reform Act of 2018 (50 U.S.C. 4817).

Interconnection arrangements means arrangements governing the physical connection of two or more networks to allow the use of another's network to hand off traffic where it is ultimately delivered (e.g., connection of a customer of telephone provider A to a customer of telephone company B) or sharing data and other information resources.

Reasonable inquiry means an inquiry designed to uncover any information in the entity's possession about the identity of the producer or provider of covered telecommunications equipment or services used by the entity that excludes the need to include an internal or third-party audit.

Roaming means cellular communications services (e.g., voice, video, data) received from a visited network when unable to connect to the facilities of the home network either because signal coverage is too weak or because traffic is too high.

Substantial or essential component means any component necessary for the proper function or performance of a piece of equipment, system, or service.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. The Contractor is prohibited from providing to the Government any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless an exception at paragraph (c) of this clause applies or the covered telecommunication equipment or services are covered by a waiver described in FAR 4.2104.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract, or extending or renewing a contract, with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless an exception at paragraph (c) of this clause applies or the covered telecommunication equipment or services are covered by a waiver described in FAR 4.2104. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract.

(c) Exceptions. This clause does not prohibit contractors from providing--

(1) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(2) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(d) Reporting requirement.

(1) In the event the Contractor identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the Contractor is notified of such by a subcontractor at any tier or by any other source, the Contractor shall report the information in paragraph (d)(2) of this clause to the Contracting Officer, unless elsewhere in this contract are established procedures for reporting the information; in the case of the Department of Defense, the Contractor shall report to the website at https://dibnet.dod.mil. For indefinite delivery contracts, the Contractor shall report to the Contracting Officer for the indefinite delivery contract and the Contracting Officer(s) for any affected order or, in the case of the Department of Defense, identify both the indefinite delivery contract and any affected orders in the report provided at https://dibnet.dod.mil.

(2) The Contractor shall report the following information pursuant to paragraph (d)(1) of this clause:

(i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); supplier Commercial and Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended.

(ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the Contractor shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services.

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e) and excluding paragraph (b)(2), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial items.

(End of clause)

52.212-2 EVALUATION--COMMERCIAL ITEMS (OCT 2014)

(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

(Contracting Officer shall insert the significant evaluation factors, such as (i) technical capability of the item offered to meet the Government requirement; (ii) price; (iii) past performance (see FAR 15.304); and include them in the relative order of importance of the evaluation factors, such as in descending order of importance.)

Technical and past performance, when combined, are . (Contracting Officer state, in accordance with FAR 15.304, the relative importance of all other evaluation factors, when combined, when compared to price.)

(b) Options. The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. The Government may determine that an offer is unacceptable if the option prices are significantly unbalanced. Evaluation of options shall not obligate the Government to exercise the option(s).

(c) A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

(End of provision)

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--COMMERCIAL ITEMS (FEB 2021)

The Offeror shall complete only paragraph (b) of this provision if the Offeror has completed the annual representations and certification electronically in the System for Award Management (SAM) accessed through https://www.sam.gov. If the Offeror has not completed the annual representations and certifications electronically, the Offeror shall complete only paragraphs (c) through (v) of this provision.

(a) Definitions. As used in this provision --

“Covered telecommunications equipment or services” has the meaning provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

“Economically disadvantaged women-owned small business (EDWOSB) Concern” means a small business concern that…