Solicitation_W912GY-16-R-0001.pdf

SEE ADDENDUM

(No Collect Calls)

W912GY-16-R-0001 22-Dec-2015

b. TELEPHONE NUMBER

530-827-4258

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 25 Jan 2016

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 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.

W912GY9. ISSUED BY

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

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

TAMARA A. GAGE

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

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

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

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 OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

SIERRA ARMY DEPOT

CONTRACTING OFFICE

74 C STREET BUILDING 60

HERLONG CA 96113

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 W62G2W 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

DIRECTORATE OF BASE SUPPORT

75 C STREET

SIERRA ARMY DEPOT

HERLONG CA 96113

TEL: FAX:

530-827-4722FAX:

TEL: 530-827-5146 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

327992

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 OF66

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.

W912GY-16-R-0001

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 30,000 Net Ton

(2,000

LB).

Aggregate Base Rock 3/4 inch

FP-EPA

Aggregate Base Rock 3/4" per statement of work.

FOB: Destination

NSN: 3/4-INAGBASE:4VMV0

NET AMT

0002 40,000 Net Ton

Aggregate Base Rock 1 1/2 inch

Aggregate Base Rock 1 1/2 inch per statement of work

NSN: 1-1/2-INAGBASE:4VMV0

0003 45,000 Net Ton

Aggregate Base Rock 3 inch

Aggregate Base Rock 3 inch per statement of work

NSN: 3INAGBASE:4VMV0

0004 4,000 Net Ton

Aggregate Base Rock 6 inch

Aggregate Base Rock 6 inch per statement of work.

NSN: 6INAGDRAIN:4VMV0

1001 30,000 Net Ton

OPTION Aggregate Base Rock 3/4 inch- Option 1

Aggregate Base Rock 3/4" per statement of work.

1002 40,000 Net Ton

OPTION Aggregate Base Rock 1 1/2 inch - Opt 2

Aggregate Base Rock 1 1/2 inch per statement of work

1003 45,000 Net Ton

OPTION Aggregate Base Rock 3 inch Opt 1

Aggregate Base Rock 3 inch per statement of work

1004 4,000 Net Ton

OPTION Aggregate Base Rock 6 inch Opt 1

Aggregate Base Rock 6 inch per statement of work

2001 30,000 Net Ton

OPTION Aggregate Base Rock 3/4 inch Opt 2

Aggregate Base Rock 3/4" per statement of work.

2002 40,000 Net Ton

OPTION Aggregate Base Rock 1 1/2 inch Opt 2

Aggregate Base Rock 1 1/2 inch per statement of work

2003 45,000 Net Ton

OPTION Aggregate Base Rock 3 inch Opt 2

Aggregate Base Rock 3 inch per statement of work

NSN: 3INAGVASE:4VMV0

2004 4,000 Net Ton

OPTION Aggregate Base Rock 6 inch Opt 2

Aggregate Base Rock 6 inch per statement of work.

3001 30,000 Net Ton

OPTION Aggregate Base Rock 3/4 inch Opt 3

Aggregate Base Rock 3/4" per statement of work.

3002 40,000 Net Ton

OPTION Aggregate Base Rock 1 1/2 inch Opt 3

Aggregate Base Rock 1 1/2 inch per statement of work

3003 45,000 Net Ton

OPTION Aggregate Base Rock 3 inch Opt 3

Aggregate Base Rock 3 inch per statement of work

3004 4,000 Net Ton

OPTION Aggregate Base Rock 6 inch Opt 3

Aggregate Base Rock 6 inch per statement of work.

4001 30,000 Net Ton

OPTION Aggregate Base Rock 3/4 inch Opt 4

Aggregate Base Rock 3/4" per statement of work.

4002 40,000 Net Ton

OPTION Aggregate Base Rock 1 1/2 inch Opt 4

Aggregate Base Rock 1 1/2 inch per statement of work

4003 45,000 Net Ton

OPTION Aggregate Base Rock 3 inch Opt 4

Aggregate Base Rock 3 inch per statement of work

4004 4,000 Net Ton

OPTION Aggregate Base Rock 6 inch Opt 4

Aggregate Base Rock 6 inch per statement of work.

STATEMENT OF WORK

STATEMENT OF WORK

Gravel IDIQ

Furnish and Deliver ¾”, 1-1/2” and 3” Class 2 aggregate base rocks and 6” unwashed drain rock

1.0 PART I – GENERAL

1.1 GENERAL: Contractor shall furnish all labor, materials, equipment, and supervision to deliver various size gravel base. This shall be an IDIQ contract to deliver various size gravel base. The minimum order shall be an 18 ton order with a maximum order to not exceed 30,000 tons of ¾ inch aggregate, 40,000 tons of 1 ½ inch aggregate, 45,000 tons of 3 inch aggregate and 4,000 tons of 6 inch drain rock. This shall be a primary term of one year with four option years. Work shall be performed in accordance with all Federal, State and local regulations. Work shall be done is a professional workman like manner and to industrial standards. All materials shall be delivered in bottom dumps unless otherwise specified prior to delivery by the Contracting Officer. Delivery locations are 7-10 miles from any entrance to Sierra Army Depot.

Delivery location for this request is Sierra Army Depot, Herlong, CA 96113.

1.2 SCOPE OF WORK ITEMS:

1.2.1 Provide Class 2 road base aggregates: ¾ inch, 1 ½ inch, and 3 inch

1.2.2 Provide 6 inch unwashed drain rock

1.2.3 Provide all aggregates using local gravel pits within a 50 mile radius of Sierra Army Depot.

1.2.4 Price will include all trucking, and standby time.

1.2.5 Price will include travel time and standby time once on Depot.

1.3 APPLICABLE DOCUMENTS:

1.3.1 SIAD Regulation 420-7 (Fire Prevention and Protection)

1.3.2 SIAD Regulation 385-1 (Safety)

1.3.3 All local, state and federal Codes & laws

1.4 MATERIAL APPROVAL: All materials shall be approved by the Technical POC prior to installation.

1.5 SUBMITTALS:

1.6 SUBMITTALS REQUIRED: ( 2 weeks prior to delivery)

1.7 TIMELINE PLAN: Complete delivery time line plan. The plan shall be updated weekly.

1.8 PRE-CONSTRUCTION MEETING: Prior to the commencement of work, a meeting will be held with the contractor and the government representatives to discuss matters of mutual interest concerning the contract. General conditions, work schedules and phasing, security, safety, depot siren, operations during, lightning/thunderstorm, character of work, operations & storage areas, housekeeping and clean-up, days of work, equipment, fire prevention, smoking areas, accidents, local rules and regulations, delays, quality assurance, inspections, digging permits, hazardous waste, debris disposal and other matters pertinent to work accomplishments will be discussed at this time.

1.9 DRAWINGS: N/A

2.0 POINTS OF CONTACT: The Technical Point of Contact (POC) for this action will be Mr. Jason Colbert

(530) 827-4293 or Mr. Gary Chandler 530-827-4374.

2.1 WORK COORDINATION: All work shall be coordinated with the POC.

2.2 WORK COMMENCEMENT: Contractor shall commence work 30 days after contract award and shall continue until completed. This may change for the convenience of the government.

2.3 SMOKING AREAS: Smoking will be permitted only at locations designated by the POC.

2.4 SAFETY:

2.5 REGULATIONS: All installation safety regulations shall be followed.

2.6 SIGNAGE: Appropriate signs shall be provided by the contractor and placed to mark work areas.

2.7 WORK AREA CLOSURES: The work areas shall be closed off to unauthorized personnel.

2.8 ACCIDENTS: All accidents shall be reported to the Safety Office through the POC. This is to be accomplished within the same shift, preferably as soon after the accident as is practical. An occupational Safety and Health Administration (OSHA) Form 101 shall be submitted to the Safety Office within three working days after an accident. In the event of serious injury or damage, work will stop and everything will be left in place exactly as it was at the time of the accident, excepting when the possibility of more damage or injury exists.

2.9 HOUSEKEEPING and CLEANUP: After completion of each phase of the work, the contractor shall leave all work areas in a neat, clean and workmanlike condition satisfactory to the Technical Point of Contact or the Contracting Officers Representative (COR). After completion of the entire job, the contractor shall remove from the premises all tools, equipment, and non-used, excess and waste materials.

3.0 UNSCHEDULED INTERUPTIONS: Work operations are subject to unscheduled interruptions and contractor personnel may be required to immediately leave the designated work area or be denied access due to security operations. All incomplete work shall be rescheduled for completion at a later time/date mutually agreed upon by the COR.

3.0 WORKING AREA NOTIFICATION: N/A

3.1 QUALITY ASSURANCE: While performing this work the contractor shall be subject to onsite inspections by the COR or POC. If the work is found to be in violation of specification requirements, the Contracting Officer will issue a stop work order until the violation is resolved. Standby time and expenses required resolving the violation shall be the contractor expense.

3.2 DEBRIS: N/A

3.3 DELAYS: The government is not liable on any delay caused by the occupant, security inspections on the gate or any security measures imposed by the Installation Commander and/or higher authority.

3.4 DAMAGES: Contractor shall be responsible for repairing damage caused by construction and or repair activities. Any damages incurred as a result of contractor’s actions shall be repaired or replaced at no additional cost to the government.

3.5 MATERIALS and EQUIPMENT STORED ON DEPOT: The government shall not assume any responsibility for the security or protection of any materials or equipment stored on the depot by the contractor.

3.6 DIMENSIONS: N/A

3.7 CONTRACT ADDITIONS and DELETIONS: The Government reserves the right to add or delete items from the contract, subject to their change in use. Resulting contract price adjustments will be negotiated based upon costs at that time and are identical per contract performance period.

3.8 PART II PRODUCTS:

3.9 CONTRACTOR SUPPLIED MATERIALS: The contractor shall supply normal industry standard approved materials, as per supplied specifications.

4.0 MINIMUM REQUIREMENTS:

4.1 (Class 2) 3” aggregate base: 3” aggregate shall be well graded and compactable to 90% relative density.

The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. 3” shall conform to gradations specified below.

4.2 (Class 2) 1-1/2” Unwashed Concrete Rock: 1 ½ “aggregate shall be well graded and compactable to 90% relative density. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Shall conform to the gradations specified below.

4.3 (Class 2) 3/4” Unwashed Concrete Rock: 1 ½ “aggregate shall be well graded and compactable to 90% relative density. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Shall conform to the gradations specified below.

4.4 (Class 2) 6” unwashed drain rock: 6 “fractured drain rock aggregate. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Shall conform to the gradations specified below.

4.5 REFRENCES:

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 29 (1991a) Unit Weight and Voids in Aggregate

ASTM C 88 (1990) Soundness of Aggregates by use of Sodium Sulfate or Magnesium Sulfate

ASTM C 117 (1990) Materials Finer than 75-micrometer (No 200) Sieve in Mineral Aggregates by Washing

ASTM C 127 (1988) Specific Gravity and Absorption of Coarse Aggregates

ASTM C 128 (1988) Specific Gravity and Absorption of Fine Aggregate

ASTM C 131 (1989) Resistance to Degradation of Small-size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C 136 (1984a) Sieve Analysis of Fine and Coarse Aggregates

ASTM C 183 (1988) Sampling and the Amount of Testing of Hydraulic Cement

ASTM D 5 (1986) Penetration of Bituminous Materials

ASTM D 75 (1987) Sampling Aggregates

ASTM D 140 (1988) Sampling Bituminous Materials

ASTM D 242 (1985) Mineral Filler for Bituminous Paving Mixtures

ASTM D 422 (1963; R 1990) Particle –size Analysis of Soils

ASTM D 946 (1982) Penetration-graded Asphalt Cement for use in Pavement Construction

ASTM D 1250 (1980; R 1990) Petroleum Measurement Tables

ASTM D 1856 (1979; R 1984) Recovery of Asphalt from Solution by Abson Method

ASTM D 2041 (1991) Theoretical Maximum Specific Gravity and Density of Bituminous Paving Material

ASTM D 2172 (1992) Quantitative Extraction of Bitumen from Bituminous Paving Mixtures

ASTM D 2216 (1990) Laboratory Determination of Water (Moisture) Content of Soil and Rock

ASTM D 3381 (1983) Viscosity-graded Asphalt Cement for use in Pavement Construction

ASTM D 3515 (1989) Hot-mixed, Hot-laid Bituminous Paving Mixtures

ASTM D 4791 (1989) Flat or Elongated Particles in Coarse Aggregate

4.6 COMPOSITION OF MIXTURE:

4.7 REQUIREMENTS:

Aggregate Grading requirements shall meet “Class 2, 3/4"” aggregate base; Class 2, 1 ½” aggregate base;

Class 2, 3” aggregate base; and Class 2, 6” identified below in “Aggregates Grading Requirements”. The combined aggregate shall conform to the quality requirements given.

4.8 COURSE AGGREGATES:

Course aggregates consisting of angular fragment of uniform density and quality shall have a percentage of wear not to exceed 50 percent after 500 revolutions when tested in accordance with ASTM 131. The amount of flat and elongated particles shall not exceed 30 percent. A flat particle is one having a ratio of width to thickness greater than 3, and an elongated particle is one having a ratio of length to width greater than 3.

a. Crushed Gravel: Crushed gravel shall be manufactured from gravel particles 50 percent of which by weight are retained on the maximum size gradation specified.

b. Crushed Stone: Crushed stone retained on each sieve specified shall contain at least 50 percent by weight of crushed pieces having two or more freshly fractured faces with the area of each face being at least equal to 75 percent of the smallest mid sectional area of the piece. When two fractures are adjacent the angle between the planes of the fractures must be at least 30 degrees to count as the fractured faces.

4.9 BINDER MATERIAL:

Binder material shall consist of screenings, angular sand, or other finely divided mineral matter processed of naturally combined with course aggregate. Liquid limit and plasticity index requirements shall apply to any component that is blended to meet the required gradation and shall also apply to the completed course.

The portion of any component or of the completed course passing the No. 40 sieve shall be either non-plastic or have a liquid limit not greater than 25 and a plasticity index not greater than 8.

5.0 LIQUID LIMIT and PLASTICITY INDEX:

Liquid limit and plasticity index requirements stated herein shall apply to any aggregate component that is blended to meet the requirement and also to the aggregate in the completed base course. The portion of the aggregate passing the No. 40 sieve shall be either non-plastic or have a liquid limit not greater than 25 and plasticity index less than 8.

5.1 SAMPLING AND TESTING:

5.2 AGGREGATES GENERAL: During production and prior to delivery sieve analysis and laboratory report identifying the proposed aggregates contents and resistance to loading (R-value) shall be submitted along with each contractor bid.

Samples and/or laboratory reports shall be the basis of approval of specific sources or stockpiles of aggregates for the aggregate requirements. Sieve and Plasticity testing will be performed every 7500 tons delivered.(If test results are found to be non-compliant daily test will be performed for every 200 tons until compliance is regained and results are approved by POC. Testing shall be completed by a third party.

5.3 SOURCES:

Sources of aggregates shall be selected well in advance of the time the materials are required to be delivered. The Contracting Officer shall direct the contractor to make appropriate test and other investigation as necessary to determine whether aggregates meeting requirements specified herein can be produced from proposed sources. If a sample of material from a new source fails to meet specification requirements, the material represented by the sample shall be replaced and the cost of testing the replaced sample shall be at the expense of the contractor. Approval of the source of the aggregate does not relieve the contractor of the responsibility for delivery at the job site of aggregates that meet the requirements specified herein.

5.4 AGGREGATE BASE:

All aggregates shall be clean and free from decomposed materials, organic material and other deleterious substances and shall be of such a nature that it can be compacted readily under water and rolling to form a firm stable base.

Course aggregate is materials retained on the No. 4 sieve; fine aggregate is material passing the No. 4 sieve; and supplemental fine aggregate is added fine material passing the No. 30 sieve. Unless otherwise specified in the special provisions, the aggregate grading shall conform to the following:

Type-----------Grading

Class 2---------3/4 inch aggregate base

AGGREGATE GRADING REQUIREMENTS

Percentage Passing and Retained

Limits of

Proposed Operating Contract Sieve Sizes Gradation Range Compliance 2”---------------------------- --- --- 1-1/2”----------------------- --- --- 1”---------------------------- 100 100 ¾”-------------------------- 90-100 87-100

No. 4 ----------------------- 35-60 30-60 No. 30 --------------------- 10-30 5-35 No. 200--------------------- 2-9 0-12

Quality Requirements Contract Compliance

Resistance (R-value)---------------------------------------------78 min.

Durability Index--------------------------------------------------35 min.

Class 2---------1 1/2 inch aggregate base

Limits of

Proposed Operating Contract Sieve Sizes Gradation Range Compliance 1-1/2”----------------------- 100 87-100 1”---------------------------- 90-100 87-100 ¾”-------------------------- --- --- 3/8” ------------------------ 35-60 30-60

No. 4 ---------------------- --- --- No. 8 ----------------------- 10-30 5-35 No. 30 --------------------- --- --- No. 200--------------------- 2-9 0-12

Resistance (R-value)--------------------------------------------78 min.

Class 2---------3 inch aggregate base

Limits of Proposed Operating Contract

Sieve Sizes Gradation Range Compliance 3” -------------------------- 100 100 2 ½” ----------------------- 90-100 90-100 1-1/2”---------------------- --- --- 1”--------------------------- --- --- ¾”-------------------------- --- --- 3/8” ------------------------ --- ---

No. 4 ---------------------- 40-90 35-90 No. 8 ----------------------- --- --- No. 30 --------------------- --- --- No. 200--------------------- 0-25 0-29

Resistance (R-value)--------------------------------------------78 min.

The aggregate shall not be with lime, cement or other chemical materials before the Durability Index test is performed.

If the results of the aggregate grading tests do not meet the requirements specified for “Operating Range” but meet the “Contract Compliance” requirements, placement of the aggregate base may be continued for four (4) hours or the rest of the day, whichever is the shortest duration. However, another day’s work may not be started until tests, or other information, indicate that the mixture meets the proper operating range.

6 inch fractured drain rock

Vendor will supply a letter validating the correct size of drain rock aggregate. The POC will approve all drain rock aggregate sizes thru a visual inspection.

5.5 WATER CONTENT OF AGGREGATES:

Aggregate being delivered shall not have a moisture content that exceeds 5-7 percent.

5.6 GOVERNMENT SUPPLIED MATERIALS: There are no government-supplied materials.

5.7 PART III - EXECUTION:

5.8 DELIVERY, STORAGE, AND HANDLING OF MATERIALS:

5.9 DELIVERY:

Contractor shall deliver ¾” aggregate base, 1-1/2” Aggregate Base, 3” aggregate base and 6 inch fractured drain rock to the depot. All materials shall be delivered in bottom dumps unless otherwise specified prior to delivery by the Contracting Officer. All materials shall be wind rowed as directed by crews working on site. If other work at SIAD precludes the windrowing then mineral aggregates shall be delivered to the contractor site and stockpiled in such a manner as to preclude fracturing of aggregate particles, segregation, contamination, or intermingling of different materials in the stockpiles. The route of delivery shall be determined upon the source selected. Delivery through Sierra Army depot back gate will be allowed and will begin approximately 30 days after contract award. Delivery days will be Monday – Friday. The daily delivery quantity and delivery days may be adjusted by the government based on its ability to work the rock as it is delivered. These adjustments will only be done by the government.

6.0 WAYBILLS AND DELIVERY TICKETS:

Before the final statement is allowed the contractor shall file with the Contracting Officer certified waybills and certified delivery tickets for all aggregate actually delivered. Delivery Waybills shall be provided to the POC or his designated alternate load by load.

VISITOR REQUEST FORM

PRIVACY ACT STATEMENT

AUTHORITY: Title 10 USC Section 301; Title 5 USC Section 2951; E.O. 9397 dated November 22, 1943 (SSN).

PRINCIPAL PURPOSE: To provide commanders and law enforcement officials with means by which information may be accurately identified.

ROUTINE USES: Your social security number is used as an additional/alternate means of identification to facilitate filing and retrieval.

DISCLOSURE: Disclosure of your social security number is voluntary, however, failure to provide the information requested may delay or prevent approval of your request.

NAME: AKA:

SSN: GRADE/RANK:

ORGANIZATION:

HOME ADDRESS:

PURPOSE OF VISIT:

AREA(S) TO BE VISITED:

DATE/TIME OF ARRIVAL: DATE/TIME OF DEPARTURE:

DRIVERS LICENSE #: STATE:

DATE OF BIRTH: PLACE OF BIRTH:

CITIZENSHIP: SEX:

EYE COLOR: HAIR COLOR:

WEIGHT: HEIGHT:

WORK PHONE NUMBER: HOME PHONE NUMBER:

POC AT SIERRA: POC PHONE:

CAMERA REQUIRED: YES NO

REASON CAMERA IS REQUIRED:

LE Division NCIC Check - Adverse Information – Yes No

Date: Name of NCIC Operator:

Security Manager/Physical Security Specialist Approval

Entry Granted – Yes No

Date: Name:

SIAD Form 1246R, 17 March 2010

QUESTIONNAIRE INSTRUCTIONS

The Offeror must submit at least three (3), but not more than five (5) references, including all the information and in the format provided.

Offerors may identify federal, state, or local government or commercial contracts that were similar in nature to the current acquisition. References are limited to those for which services have been performed, in whole or in part, within the past five (5) calendar years. Any references not meeting this condition will not be evaluated. The Government will randomly check the provided past performance history, and may check and consider performance on tasks not identified by the Contractor.

Past Performance – The Offeror must submit at least three (3), but not more than five (5) references. It is the responsibility of the contractor to send the questionnaires to their customers and to ensure that they are received on time. Failure to submit surveys will result in non-responsiveness and proposal will not be evaluated.

Additional Government Past Performance Information The Government reserves the right to obtain past performance information through random checks of provided contract references or through information maintained in the Government’s past performance database. Should this information be sufficient to negatively impact the Offeror's chance of being awarded a contract under this solicitation, the Government will provide this negative information to the Offeror and provide an opportunity for rebuttal, explanation, or clarification.

PAST PERFOMANCE QUESTIONNAIRE

PAST PERFORMANCE QUESTIONNAIRE INSTRUCTIONS

Army Contracting Command – Warren Sierra Army Depot, CA

The information obtained from this questionnaire will be utilized to evaluate the past and present performance of offerors submitting proposals in response to the W912GY-16-R-0001 – Sierra Army Depot (SIAD) Aggregate IDIQ.

The information you provide will be instrumental in allowing the Government to evaluate how well the contractor performed under your contract(s).

a. Please complete all sections of the attached questionnaire. Include your name and title, organizational address, e-mail address, telephone and fax number.

b. Include the contractor’s name and address, the title and/or description of the type of work performed, the award number, the value of the contract (including options), the award and completion date of the project and the type of award/solicitation.

c. Use the rating scale found on the bottom left corner of the questionnaire to rate each performance element.

d. Comments are encouraged and would be appreciated. The last page may be used if additional space is needed for comments. Clear handwritten responses are sufficient.

e. Due to time constraints, it is important that the questionnaire be completed and returned by the date proposal is due 25 January 2016 2:00PST). Please FAX or e-mail your response to the Contract Specialist whose number and address is shown at the bottom right corner of the questionnaire.

Thank you for your time and participation.

PAST PERFORMANCE QUESTIONNAIRE

YOUR NAME & TITLE

YOUR ORGANIZATIONAL ADDRESS

TEL NO.

FAX :

E-MAIL:

CONTRACTOR’S NAME & ADDRESS

TITLE OR DESCRIPTION OF REQUIREMENT:

CONTRACT NUMBER: CONTRACT VALUE (INCLUDING OPTIONS):

CONTRACT TYPE:

FIXED PRICE COST + FEE

COMPETITIVE NON-

COMPETITIVE

SET-ASIDE

SEALED BID NEGOTIATED

CONTRACT AWARD & COMPLETION DATE:

PAST PERFORMANCE ELEMENT

RATING

1 2 3 4 5 6 NA

1. Contractor demonstrated a thorough understanding of technical requirements of the t t/t k

Comments:

2. Contractor anticipated/identified and resolved problems effectively.

3. Contractor managed and directed resources (i.e.

personnel, subcontractors, equipment, etc.)

ff ti l

4. Rate the Contractor’s use of available resources to accomplish tasks identified in the contract.

FOR OFFICIAL USE ONLY - SOURCE SELECTION SENSITIVE WHEN COMPLETED

PAST PERFORMANCE QUESTIONNAIRE

6. Contractor met scheduled contract delivery dates.

7. Contractor provided accurate, complete and high quality deliverables.

8. Contractor complied with the terms of the contract.

9. Contractor was diligent in forecasting and controlling contract cost.

10. I would recommend award to this contractor again.

1 0 – 25% of the time Strongly Disagree PLEASE RETURN COMPLETED

RESPONSE TO:

Army Contracting Command-Warren Sierra Army Depot Contracting Office ATTN: Tamara Gage 74 C Street Building 60 Herlong, CA 96113 E-MAIL: tamara.a.gage.civ@mail.mil

FAX: 530-827-4722

2 26 – 40% of the time Disagree

3 41 – 55% of the time Somewhat Disagree

4 56 – 70% of the time Somewhat Agree

5 71 – 85% of the time Agree

6 86 – 100% of the time Strongly Agree

NA No Knowledge of This Element

FOR OFFICIAL USE ONLY - SOURCE SELECTION SENSITIVE WHEN COMPLETED

CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE

The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

73.00 595,075.00

CLIN MINIMUM/MAXIMUM QUANTITY AND CLIN VALUE

The minimum quantity(s) and CLIN value(s) for all orders issued against the CLIN(s) on this contract shall not be less than the minimum quantity(s) and CLIN value(s) stated in the following table. The maximum quantity(s) and CLIN value(s) for all orders issued against the CLIN(s) on this contract shall not exceed the maximum quantity(s) and CLIN value(s) stated in the following table.

CLIN

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

0001 18.00 30,000.00 0002 18.00 40,000.00 0003 18.00 45,000.00 0004 18.00 4,000.00 1001 0.00 30,000.00 1002 0.00 40,000.00 1003 0.00 45,000.00 1004 0.00 4,000.00 2001 0.00 30,000.00 2002 0.00 40,000.00 2003 0.00 45,000.00 2004 0.00 4,000.00 3001 0.00 30,000.00 3002 0.00 40,000.00 3003 0.00 45,000.00 3004 0.00 4,000.00 4001 0.00 30,000.00 4002 0.00 40,000.00 4003 0.00 45,000.00 4004 0.00 4,000.00

CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE

The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.

CLIN

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

0001 18.00

30,000.00

0002 18.00

400,000.00

0003 18.00

45,000.00

0004 18.00

4,000.00

40,000.00

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 0002 Destination Government Destination Government 0003 Destination Government Destination Government 0004 Destination Government Destination Government 1001 Destination Government Destination Government 1002 Destination Government Destination Government 1003 Destination Government Destination Government 1004 Destination Government Destination Government 2001 Destination Government Destination Government 2002 Destination Government Destination Government 2003 Destination Government Destination Government 2004 Destination Government Destination Government 3001 Destination Government Destination Government 3002 Destination Government Destination Government 3003 Destination Government Destination Government 3004 Destination Government Destination Government 4001 Destination Government Destination Government 4002 Destination Government Destination Government 4003 Destination Government Destination Government 4004 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 POP 11-APR-2016 TO

10-APR-2017

N/A DIRECTORATE OF BASE SUPPORT

75 C STREET

SIERRA ARMY DEPOT

HERLONG CA 96113

W62G2W

0002 POP 11-APR-2016 TO

10-APR-2017

N/A (SAME AS PREVIOUS LOCATION)

0003 POP 11-APR-2016 TO

N/A (SAME AS PREVIOUS LOCATION)

0004 POP 11-APR-2016 TO

N/A (SAME AS PREVIOUS LOCATION)

1001 POP 11-APR-2017 TO

10-APR-2018

N/A (SAME AS PREVIOUS LOCATION)

1002 POP 11-APR-2017 TO

N/A (SAME AS PREVIOUS LOCATION)

1003 POP 11-APR-2017 TO

N/A (SAME AS PREVIOUS LOCATION)

1004 POP 11-APR-2017 TO

N/A (SAME AS PREVIOUS LOCATION)

2001 POP 11-APR-2018 TO

10-APR-2019

N/A (SAME AS PREVIOUS LOCATION)

2002 POP 11-APR-2018 TO

N/A (SAME AS PREVIOUS LOCATION)

2003 POP 11-APR-2018 TO

N/A (SAME AS PREVIOUS LOCATION)

2004 POP 11-APR-2018 TO

N/A (SAME AS PREVIOUS LOCATION)

3001 POP 11-APR-2019 TO

10-APR-2020

N/A (SAME AS PREVIOUS LOCATION)

3002 POP 11-APR-2019 TO

N/A (SAME AS PREVIOUS LOCATION)

3003 POP 11-APR-2019 TO

N/A (SAME AS PREVIOUS LOCATION)

3004 POP 11-APR-2019 TO

N/A (SAME AS PREVIOUS LOCATION)

4001 POP 11-APR-2020 TO

10-APR-2021

N/A (SAME AS PREVIOUS LOCATION)

4002 POP 11-APR-2020 TO

N/A (SAME AS PREVIOUS LOCATION)

4003 POP 11-APR-2020 TO

N/A (SAME AS PREVIOUS LOCATION)

4004 POP 11-APR-2020 TO

11-APR-2021

N/A (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-6 Alt I Restrictions On Subcontractor Sales To The Government

(Sep 2006) -- Alternate I

OCT 1995

52.203-12 Limitation On Payments To Influence Certain Federal Transactions

OCT 2010

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights

APR 2014

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-7 System for Award Management JUL 2013 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2015

52.204-13 System for Award Management Maintenance JUL 2013 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-7 Information Regarding Responsibility Matters JUL 2013 52.209-9 Updates of Publicly Available Information Regarding

Responsibility Matters

JUL 2013

52.211-17 Delivery of Excess Quantities SEP 1989 52.212-1 Instructions to Offerors--Commercial Items OCT 2015 52.212-4 Contract Terms and Conditions--Commercial Items MAY 2015 52.217-5 Evaluation Of Options JUL 1990 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.219-8 Utilization of Small Business Concerns OCT 2014 52.219-14 Limitations On Subcontracting NOV 2011 52.219-28 Post-Award Small Business Program Rerepresentation JUL 2013 52.222-3 Convict Labor JUN 2003 52.222-19 Child Labor -- Cooperation with Authorities and Remedies JAN 2014 52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity APR 2015 52.222-37 Employment Reports on Veterans OCT 2015 52.222-40 Notification of Employee Rights Under the National Labor

Relations Act

DEC 2010

52.222-50 Combating Trafficking in Persons MAR 2015 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.227-1 Authorization and Consent DEC 2007 52.227-2 Notice And Assistance Regarding Patent And Copyright

Infringement

DEC 2007

52.228-5 Insurance - Work On A Government Installation JAN 1997 52.229-3 Federal, State And Local Taxes FEB 2013 52.232-17 Interest MAY 2014 52.232-33 Payment by Electronic Funds Transfer--System for Award

Management

JUL 2013

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.237-2 Protection Of Government Buildings, Equipment, And

Vegetation

APR 1984

52.242-13 Bankruptcy JUL 1995 52.242-15 Stop-Work Order AUG 1989 52.246-2 Inspection Of Supplies--Fixed Price AUG 1996 52.246-16 Responsibility For Supplies APR 1984 52.247-34 F.O.B. Destination NOV 1991 52.253-1 Computer Generated Forms JAN 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7004 Alt A System for Award Management Alternate A FEB 2014 252.205-7000 Provision Of Information To Cooperative Agreement Holders DEC 1991 252.209-7004 Subcontracting With Firms That Are Owned or Controlled By

The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.223-7006 Prohibition On Storage, Treatment, and Disposal of Toxic or Hazardous Materials

SEP 2014

252.223-7008 Prohibition of Hexavalent Chromium JUN 2013 252.225-7001 Buy American And Balance Of Payments Program-- Basic

(Nov 2014)

NOV 2014

252.225-7002 Qualifying Country Sources As Subcontractors DEC 2012 252.225-7012 Preference For Certain Domestic Commodities FEB 2013 252.225-7031 Secondary Arab Boycott Of Israel JUN 2005 252.225-7048 Export-Controlled Items JUN 2013 252.226-7001 Utilization of Indian Organizations and Indian-Owned

Economic Enterprises, and Native Hawaiian Small Business Concerns

SEP 2004

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports

JUN 2012

252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.246-7000 Material Inspection And Receiving Report MAR 2008 252.247-7023 Transportation of Supplies by Sea APR 2014

CLAUSES INCORPORATED BY FULL TEXT

52.204-4001 ACCESS TO SIERRA ARMY DEPOT (MAY 2002)

(a) Contractors by virtue of contract award will be given access privileges to Sierra Army Depot. Contractors and Sub-Contractors are required to provide a completed SIAD Form 1246R, 96 hours prior to the start of work. Form may be submitted via email to the contract POC or faxed to 530-827-4675. (Applies to contracts that require access to restricted areas)

(b) Each member of the Contractor’s work force shall be individually badged at the Depot Pass & Identification Office in Building 106. The badge shall be retained and worn by the Contractor’s employees throughout the contract period. (Applies to contracts that require access to restricted areas)

(c) Contractor is responsible for the turn-in of all security badges, including sub-contractors badges, daily and upon completion of the contract or termination of individual employees. (Applies to contracts that require access to restricted areas)

(d) Report lost badges to the Depot Pass & Identification Office and the Contracting Officer as soon as the loss is discovered. (Applies to contracts that require access to restricted areas)

(e) Be prepared to produce security badges each time entering a security area. Temporary badges for any individual who may have forgotten his/her badge can be obtained form the Depot Pass & Identification Office. (Applies to contracts that require access in restricted areas)

(f) Traffic Enforcement:

(1) Sierra Army Depot traffic laws are enforced by the Law Enforcement and Security Division using California state codes. All roads/streets have speed limit signs posted;

(2) Traffic violations are adjudicated by the U.S. Magistrate located at Sierra Army Depot. Court appearances may be requested or mandatory; and (c) Radar is used to enforce traffic speed limits.

(g) Vehicles:

(1) Vehicles entering Sierra Army Depot, whether Contractor-owned or privately owned, shall undergo inspections and may be issued a pass if entering a restricted area. Vehicle permits for restricted areas will be issued for up to 30 days maximum. Each vehicle will be required to carry a fire extinguisher at all times;

(2) Company or privately-owned vehicles, when parked, must have ignition keys removed. After duty hours, vehicles left on the Depot will be parked outside restricted areas unless otherwise stipulated in the contract. Vehicles or equipment remaining inside restricted areas will be locked or immobilized;

(3) Contractor is solely responsible for the removal of incapacitated vehicles or equipment from restricted areas;

(4) All vehicles shall be parked at least 20 meters from all buildings unless unloading or loading; and

(5) The contractor can expect to be inspected at any of the manned gates. The contractor should expect five to ten minute delays at each gate. In addition, to get to some of the remote areas, the contractor should expect at least a 15-minute delay both in and out to allow security to open necessary gates.

(End of clause)

52.204-4002 ELECTRONIC BIDS/PROPOSALS/COMMERCIAL OFFERS REQUIRED IN RESPONSE TO

THIS SOLICITATION (AUG 2015)

(a) All Army Contracting Command - Warren (SIAD) solicitations will be publicized on the Federal Business Opportunities website (https://www.fbo.gov). Any additional attachments, when available electronically, will be separate attachments or links embedded in the solicitation.

(b) Bids/Proposals must be submitted in electronic media. When submitting your bid/proposal electronically, the bid/proposal and any supplemental information (such as spreadsheets, backup data, technical information), can be submitted using any of the following electronic formats:

(1) Microsoft* Office Products (Sierra can read Microsoft* Office 2007 and lower); Word, Excel, or PowerPoint. Spreadsheets must be sent in a format that includes all formulate macro and format information. Print image is not acceptable.

(2) Files in Adobe PDF (Portable Document Format). Scanners should be set to 300 dots per inch.

(3) Files in HTML (Hypertext Markup Language). HTML documents must not contain active links to live Internet sites or pages. All linked information must be contained within your electronic bid/offer and be accessible offline.

(4) Other electronic formats are not acceptable.

(c) Transmission methods:

(1) As of 10 August 2015, online via the Federal Business Opportunities (FBO) System. Offers, bids, or quotes received after this date from the ASFI Bid Response System (ASFI BRS), may be deemed non-responsive.

Requirements for the online FBO bid submission:

Vendors must login to the FBO System to be able to submit electronic responses for opportunities.

Vendors must also registered in the System for Award Management (SAM) at www.sam.gov (a Federal Government owned and operated free web site) and have a CAGE Code and CCR Marketing Partner Identification Number

(MPIN).

Once logged into the FBO System, vendors will be asked to enter basic information and then will be directed to upload one or more files containing the offer and any additional information as outlined in the solicitation.

FBO will send an email to the email address on file for the user confirming the electronic submission.

For additional information on submitting electronic bid responses via the Federal Business Opportunities System reference the FBO Vendor Guide – Section 4.3.1 Submitting an Electronic Response Topic (https://www.fbo.gov/downloads/FBO_Vendor_Guide.pdf).

(2) E-mail. If you choose to use e-mail, address your bid/proposal usarmy.sierra.tacom.mbx.sier-contracting-offers@mail.mil . DO NOT E-MAIL BIDS/PROPOSALS TO THE BUYERS. ENSURE THE EMAIL HAS A

SUBJECT LINE. THE SUBJECT LINE OF THE E-MAIL MUST READ:

BID-[solicitation number] or PROPOSAL-[solicitation number], whichever is applicable [Name of Company/offeror] OPENS [opening date for bids] or CLOSES [closing date for proposals], whichever is applicable.

Maximum size of each e-mail shall be 10 megabytes. Use the file compression described in the NOTE in paragraph

(a) (4) above. You may use multiple e-mail messages for each bid/submission, however, you must annotate the subject lines as described above for each message, and number them in this manner: “Message 1 of 3, 2 of 3, 3 of 3”.

Attachments CANNOT have any of the following extensions: ade, adp, app, asx, bas, bat, chm, cmd, com, cpl, crt, csh, exe, fxp, hlp, hta, inf, ins, isp, js, jse, ksh, lnk, mda, mdb, mde, mdt, mdw, mdz, msc, msi, msp, mst, ops, pcd, pif, prf, prg, reg, scf, scr, sct, shb, shs, url, vb, vbe, vbs, wsc, wsf, wsh, ade, adp, asx, bas, bat, chm, cmd, com, cpl, crt, exe, hlp, hta, htm, html, htc, inf, ins, isp, js, jse, lnk, mda, mdb, mde, mdz, mht, mhtml, msc, msi, msp, mst, pcd, pif, prf, reg, scf, scr, sct, shb, shs, shtm, shtml, stm, url, vb, vbe, vbs, wsc, wsf, wsh, xml, dir, dcr, plg, spl, swf

Ensure that filenames of attachments DO NOT contain spaces to limit virus scanners rejecting the email as unscannable.

NOTE (Compression): The above formats may be submitted in compressed form using Winzip*. NOTE: Winzip file(s) will need to have an extension of .zzz in order to be received at Sierra Army Depot.

(d) Please select only one medium by which to transmit each bid/proposal. For instance, do not submit a bid/proposal via ASFI BRS AND e-mail.

(e) Timely receipt of offers/proposals:

(1) Your attention is called to the solicitation closing date and time on the solicitation is local time for the Army Contracting Command – Warren (SIAD). Lateness rules for electronic submissions for bids are outlined in FAR 52.214-7, “Late Submissions, Modifications, and Withdrawal of Bids,” for proposals in FAR 52.215-1, “Instructions to Offerors—Competitive Acquisition” or FAR 52.212-1, “Instructions to Offerors-Commercial Items.” Pay particular attention to the applicable clause as it relates to the timing of submissions.

(2) NOTE: There is no “expected” or “target” length of time for proposal submission; size and content may be factors, therefore offerors are strongly cautioned to submit their proposals allowing adequate time for submission.

(3) Solicitations may remain posted on the ASFI Open Solicitation Web page after the solicitation closes.

Even though the system will allow you to submit a proposal after the closing date/time, your proposal will be considered late and may not be considered for award.

(f) Security Note: If you choose to password-protect access to your bid/offer, you must provide the password to Sierra Army Depot at least ten days prior to the opening/closing date. Contact the buyer identified in the solicitation Passwords used only for the purpose of write protecting files need not be provided.

(g) Electronic bids/proposals must include, as minimum:

(1) E-mailed bids/proposals must include a signed SF 33 cover sheet, SF 1449 or SF 1442 (whichever is applicable) that can be scanned. If scanned, attach it to your e-mail offer (or first e-mail message if you are sending multiple e-mails due to length).

(2) All applicable fill-in provisions. For solicitations issued on an SF 33, this would include Sections A, B, F, and K., For solicitations issued on an SF 1442, this would include Sections 00010 and 00600. For solicitations issued on an SF 1449, you must review the solicitation to ascertain where all of the required fill-ins are located since commercial acquisitions do not have designated sections.

(3) A statement of agreement to all the terms, conditions, and provisions of the solicitation.

(4) Any other information required by the solicitation.

(h) Please see FAR 14.406 for a description of the steps the Government shall take with regard to unreadable electronic bids received via the media described in paragraphs (b) above. See FAR 15.207(c) for a description of steps the government shall take with regard to unreadable proposals.

(i) Bidders/Offerors shall make every effort to ensure that their bid/proposal is virus-free. Bids/proposals (or portions thereof) submitted which DO reflect the presence of a virus, or which are otherwise rendered unreadable by damage in electronic transit, shall be treated as “unreadable” per paragraph (h) above. Use of any formats other than those listed above may result in the file being quarantined and will be considered by Sierra Army Depot to be “unreadable” files.

Note (Macros): The virus scanning software used by our e-mail systems cannot always distinguish a macro from a virus. Therefore, sending a macro embedded in an email message or an email attachment may cause the email bid/offer to be quarantined. In that event paragraph (g) above applies.

*Registered trademark

(End of Provision)

CLAUSES INCORPORATED BY FULL TEXT

52.207-4 ECONOMIC PURCHASE QUANTITY--SUPPLIES (AUG 1987)

(a) Offerors are invited to state an opinion on whether the quantity(ies) of supplies on which bids, proposals or quotes are requested in this solicitation is (are) economically advantageous to the Government.

Each offeror who believes that acquisitions in different quantities would be more advantageous is invited to recommend an economic purchase quantity. If different quantities are recommended, a total and a unit price must be quoted for applicable items. An economic purchase quantity is that quantity at which a significant price break occurs. If there are significant price breaks at different quantity points, this information is desired as well.

OFFEROR RECOMMENDATIONS

PRICE

ITEM QUANTITY QUOTATION TOTAL

(c) The information requested in this provision is being solicited to avoid acquisitions in disadvantageous quantities and to assist the Government in developing a data base for future acquisitions of these items.