SF 30 Amend 001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

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

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

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

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable debbie debbie pschaad Line

AMENDMENT 001

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 001 Mulligan Road (Fort Belvoir Connector Road)

Project VA A-AD-48(1)

DTFH71-08-R-00012

The purpose of this Amendment is to:

1) Revise the page A-3 of SF 1442, Block 11, of the Solicitation Provisions to change maximum number of calendar days permitted for completion from 967 to 810.

2) Revise the Bid Schedule pages B-8 to B-10 of the Solicitation Provisions, to adjust pay quantities and add pay items.

3) Revise the Special Contract Requirements (J pages) as follows:

a) Section 107 to add utility coordination requirements;

b) Section 109 to clarify fuel price adjustment provision; and

c) Section 705 to add material requirements.

4) Revise the Plans to replace tabulation of quantity sheet, construction and utility plan sheets.

5) Provide Utility Test Pit Information.

6) Provide the as-built drawings for the existing sewer line.

7) Provide Pre-Bid and Site Visit Meeting Minutes and summary of responses to questions/clarifications asked by the contractors.

8) Add an additional Pre-Bid Site Visit for access to the Project Site.

Solicitation Provision changes

1. Delete Solicitation Provisions, page A-3 of SF 1442, and substitute revised page A-3.

2. Delete Solicitation Provisions; Bid Schedule pages B-8 to B-10 and substitute revised Bid

Schedule pages B-8 to B-10.

Special Contract Requirement changes

1. Add the following to Subsection 107.02 of the Special Contract Requirements, page J-7.

Verify the vertical depth of the 24-inch waterline at the proposed 38-inch x 24-inch elliptical pipe crossing at 149+90 by performing a test hole prior to pipe installation. Contact Fairfax Water (Bill Johnston, Supervisor Engineering Inspection, 703-289-6350) at least 14 calendar days prior to digging the test hole.

Provide a minimum of 2 feet of cover over all waterlines during construction operations. The final pavement grade must provide a minimum of 3 feet of cover (future phases).

2. Delete Subsection 109.06 of the Special Contract Requirements, pages J-9 through J-11, and substitute the following:

109.06 Pricing of Adjustments Add the following

FUEL PRICE ADJUSTMENT PROVISION

GENERAL The Fuel Price Adjustment Provision provides for a price adjustment in the form of payment to the Contractor or a rebate to the Government for fluctuations in the cost of diesel consumed in the performance of applicable construction work. The price adjustment provisions are applicable only to those contract items listed as eligible pay items in Table 1 below, if diesel is used as the primary fuel in the production of the affected items. The price adjustment provisions are also applicable to these eligible pay items when the Government adds extra work to the Contract.

The provision will remain in effect throughout the duration of the contract. Enactment of the Fuel Price Adjustment Provision will only be considered when the increase or decrease in the price of motor fuel as defined herein exceeds 10 percent.

PRICE INDEXES The Government will generate a monthly performance price index which may be obtained from the CO for Ultra Low Sulfur, No. 2 Diesel Fuel using price data obtained from the Oil Price Information Service (OPIS), which publishes a weekly report on gasoline and distillate reseller prices for major cities in five regions throughout the United States including the East Coast (PADD 1), the Midwest (PADD 2), the Gulf Coast (PADD 3), the Rockies (PADD 4) and the West Coast (PADD 5). Weekly average rack price data reported for Fairfax, Virginia will be averaged and used to establish a base price index, BPI, for this project and a monthly performance price index, MPPI, for the duration of the contract. These indexes are defined as follows:

• BASE PRICE INDEX The base price index, BPI, is the price index posted by the Government as determined by arithmetic average, as specified above, shown in the four weekly publications immediately preceding the bid opening. It is as follows:

BASE PRICE INDEX (BPI) FOR ULTRA LOW SULFUR, NO. 2 DIESEL FUEL

PER GALLON = $

• MONTHLY PERFORMANCE PRICE INDEX The monthly performance price index, MPPI, is the monthly price index at the time of performance of applicable work as determined by arithmetic average, as specified above, shown in the four weekly publications issued prior to the last Wednesday of the month (i.e. the monthly performance price index during which motor fuel is consumed in the performance of applicable construction work).

PRICE ADJUSTMENTS Price adjustments are calculated by the Government for average conditions and are not intended to reflect the Contractor’s actual purchase price. The ratio of the monthly performance price index and the base price index (MPPI/BPI) is calculated and used to determine price adjustments for eligible pay items as follows:

• No Price Adjustment – When the ratio MPPI/BPI falls within the range of 0.90 to 1.10, no price adjustment will be made for any motor fuel consumed in construction work performed during the relevant month.

• Government Rebate – When the ratio MPPI/BPI is calculated to be less than 0.90, the

Government is due a rebate determined in accordance with the following formula:

Government Rebate = [0.90 – (MPPI/BPI)] (BPI) (Q) (FUF)

• Contractor Payment - When the ratio MPPI/BPI is calculated to be greater than 1.10, the Contractor is due additional payment determined in accordance with the following formula:

Contractor Payment = [(MPPI/BPI) – 1.10] (BPI) (Q) (FUF)

The following definitions are applicable to both the Government Rebate and the Contractor Payment formulas:

MPPI = Monthly Performance Price Index for the month during which motor fuel is consumed in the performance of applicable construction work.

BPI = Base Price Index that is established immediately preceding the bid opening.

Q = Quantity of work on the project during the progress payment period for eligible pay items shown in Table 1 below. The Government, to agree with the units associated with the applicable Fuel Usage Factor, will convert work quantities, as necessary.

FUF = Fuel Usage Factor shown in Table 1 below applicable to diesel only.

Table 1 – Eligible Pay Items For Price Adjustments and Associated Fuel Usage Factors Eligible Pay Items Fuel Usage Factor

U.S. Customary Units Fuel Usage Factor

Metric Units Earthwork:

Section 204 – Excavation and Embankment 20402 Subexcavation 20410 Select borrow 20420 Embankment construction

0.30 gallons per cubic yard 0.39 gallons per cubic meter

Aggregate Courses:

Section 301 – Untreated Aggregate Courses 30101 Aggregate base

0.70 gallons per ton 0.77 gallons per metric ton

* The Government, to agree with the units associated with the applicable Fuel Usage Factor, will convert work quantities, as necessary.

PRICE ADJUSTMENT COMPENSATION Monthly adjustments will be accrued. The final price adjustment will be paid, or rebated, after completion of all work for eligible pay items. The Contractor may request in writing a partial price adjustment payment once every 12 months, or when the unpaid accrued increase exceed $10,000. The Government will take a rebate when the deductive accrual exceeds $10,000.

No price adjustments will be made for work performed beyond the Government-approved Contract completion date.

The maximum allowable monthly and final price adjustment to the Contractor or rebate to the Government is limited to a (MPPI/BPI) ratio of 1.6 and 0.4, respectively.

3. Add Subsection 705.02 to the Special Contract Requirements, page J-55:

705.02. Add the following:

The Contractor will be allowed to use the equivalent VDOT riprap class for all riprap installations in accordance with the following Riprap Classification Table:

Table A1 Comparison between FHWA – EFLHD and VDOT Riprap classification

FP-03

Classification D50% passing inches

VDOT

Classification D50% passing inches 1 5 - -

2 6-8 AI 9-10

3 10-14 I 13

4 14-18 II 19

5 20-26 III 26

6 22-28 Type I 34 Type II 54

Plan Sheet changes

1. Delete Plan Sheets C4, D11, D14, UT7, and UT10 and substitute revised Plan Sheets C4, D11, D14, UT7, and UT 10.

Additional Pre-Bid Site Visit

A 2nd Pre-Bid Site Visit is scheduled for Monday, August 11 from 10:00 am to 2:00 pm. All personnel who will visit the site must submit their name, company, and phone number/e-mail address to EFLHD no later than Thursday, August 7. This list will be forwarded to Fort Belvoir for their information. EFLHD attendance will not be required at this visit, as long as anyone visiting the site is on the site visit list (bring a copy) and has identification with them.

A-3

CONTINUATION OF SF 1442

Revised 07/16/08

Block 2:

This project is UN-RESTRICTED - Bids will be accepted from ALL eligible business concerns.

This procurement is made pursuant to Public Law 100-656 Title VII, which established the Small Business Competitiveness Demonstration Program. This procurement falls under North American Industry Classification System (NAICS) code 237310 - Highway, Street, and Bridge Construction (see FAR Subpart 19.10)

The award of this project is subject to a 10% price evaluation preference for eligible HubZone Small Business Concerns (must be on the SBA listing) (see FAR Clause 52.219-4).

Facsimile and electronic bids will not be accepted.

PHYSICAL DATA AVAILABLE FOR REVIEW

1. Manual on Uniform Traffic Control Devices for Streets and Highways, 2003 Edition, published by the Federal Highway Administration. http://mutcd.fhwa.dot.gov.

2. National Park Service Sign Manual, revised - January 1988, United States Department of the Interior. http://www.nps.gov/npsigns.

3. Soils and Foundation Report

4. Permits

5. Utility Agreement

Block 9:

In accordance with FAR Provision 52.236-27, Site Visit, a Government representative can be available to show the project to prospective bidders. All requests for site visits see Section E of the solicitation and e-mail all questions concerning this construction project to the following e-mail address eflhd.contracts@fhwa.dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

The maximum time for Schedule A and Option B shall not exceed* 810 Calendar days.

Award will be made to an offeror whose technical submittal and price proposal contain the combination of the technical qualifications (past performance of same type of projects) and price that offers the best value to the Government. Offerors are reminded that while the Government may elect to consider data obtained from other sources, the burden of proof of acceptability rests with the offeror.

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above. Contract Award/NTP is subject to receipt of permits.

Notice to Proceed, or date specified in the Notice to Proceed will be issued within 30 days

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 8

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT CD-2)

LNFT $_______________ $___________________

60510-1060 10-INCH OUTLET PIPE

LNFT $_______________ $___________________

60520-0000 GRANULAR BACKFILL

8,100

CUYD $_______________ $___________________

61103-1500 24-INCH ENCASEMENT PIPE, GALVANIZED STEEL (22-INCH DIAMETER

ENCASEMENT PIPE)

LNFT $_______________ $___________________

61103-1500 24-INCH ENCASEMENT PIPE, GALVANIZED STEEL (36-INCH DIAMETER

ENCASEMENT PIPE)

LNFT $_______________ $___________________

61202-0800 8-INCH SEWER LINE, DUCTILE IRON

LNFT $_______________ $___________________

61202-0800 8-INCH SEWER LINE, DUCTILE IRON (18-INCH SEWER LINE, DUCTILE

IRON)

LNFT $_______________ $___________________

61401-0000 LEAN CONCRETE BACKFILL

CUYD $_______________ $___________________

61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT (BARB WIRE, 3 STRAND)

LNFT $_______________ $___________________

61902-2200 GATE, METAL, 34 FEET WIDTH

EACH $_______________ $___________________

62101-0000 MONUMENT (SETTLEMENT MONITORING)

EACH $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

Estimated Quantity Unit Bid Price Amount Bid

B- 9

62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

70,000

SQYD $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

70,000

SQYD $_______________ $___________________

62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

9,200

SQYD $_______________ $___________________

62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A

4,100

SQYD $_______________ $___________________

62901-1400 ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

2,200

SQYD $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2700 TEMPORARY TRAFFIC CONTROL, REPLACEMENT CARTRIDGES FOR

CRASH CUSHION

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Estimated Quantity Unit Bid Price Amount Bid

B- 10

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

64501-0000 LOCATE UTILITIES

ALL Lump Sum $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Mulligan Road (Fort Belvoir Connector Road) Project VA A-AD-48(1)

Pre-Bid Meeting Minutes

Date: Tuesday, July 28 & Wednesday, July 29, 2008 Time: 10:00 a.m. to 12:00 noon Place: Eastern Federal Lands Highway Division (EFLHD) Office, Sterling, VA;

Fort Belvoir, VA (site visit) Attendees: See attached list.

I. Project Overview. A brief project overview was given by the FHWA Project Manager, Robert Morris. The following is a summary of the overview.

Project Scope and Requirements. This project consists of the construction of a new connector road (Mulligan Road) between Richmond Highway (U.S. Route 1) and Telegraph Road (VA Route 611) in the vicinity of Fort Belvoir in Fairfax County, Virginia. The project is located in Fairfax County, approximately 6 miles south of the Capital Beltway (I-495), 3 miles east of I-95, and 6 miles west of George Washington’s Mount Vernon estate and the Potomac River. The U.S. Department of Defense (DoD) eliminated public access to Beulah Street (VA Route 613) and Woodlawn Road (VA Route 618) within Fort Belvoir following the events of September 11, 2001. These roads linked U.S. Route 1, a north-south principal arterial, and Telegraph Road (VA Route 611), a north-south minor arterial. The two roads are otherwise connected about two miles to the south by the east-west cross-county Fairfax County Parkway (VA 7100), and about 7 miles north via South Kings Highway.

Fort Belvoir is a garrison of the U.S. Army, comprising approximately 7,682 acres with multiple missions to support the military. The Humphrey’s Engineer Center (HEC) is a 583 Acre U.S. Army Corps of Engineers (USACE) facility located contiguous to the northeast portion of Fort Belvoir. The Federal Highway Administration (FHWA) is the lead federal agency for the proposed replacement project. FHWA proposes to provide a replacement facility to the closed Woodlawn Road, in conjunction with U.S. Department of the Army Defense Access Road (DAR) Program, U.S. Army Fort Belvoir Garrison, HEC, USACE Baltimore District, Virginia Department of Transportation (VDOT), and the Fairfax County Department of Transportation (FCDOT).

This ultimate project will include the construction of a four-lane divided roadway with a median on a new alignment, construction of new bridges and large culverts at stream crossings/wildlife passages, asphalt pavement removal and reconstruction through a portion of the project limits, construction of a new shared use path along Mulligan Road, utility relocations, right-of-way acquisition/federal lands transfers, traffic signal installation, and other miscellaneous work. This project, VA A-AD-48(1), will be the first construction phase of Mulligan Road and will consist of the clearing, grading, placement of aggregate base course, installation of drainage structures, construction of the Piney Run and southbound Kingman Road Bridges, and other miscellaneous work. The substructure of the northbound bridge will also be constructed under this project.

Due to Fort Belvoir being a secure Government installation, construction access will be limited to the tie-in points at Pole Road and Telegraph Road.

II. Questions/Clarifications. The following questions/clarifications were asked by the contractors. Items to be included in Amendment No. 1 are noted in Italics.

1. EFLHD noted that all bidders must submit a Subcontracting Plan with their proposals.

2. EFLHD noted that the maximum contract time listed under Block 11, Page A-3 in the solicitation is incorrect. A new maximum contract time of 810 calendar days will be substituted in the solicitation under Amendment No. 1.

3. Can a second site visit be arranged?

This has been discussed with Fort Belvoir, and they are agreeable to a second scheduled site visit. This is scheduled for Monday, August 11 from 10:00 am to 2:00 pm. All personnel who will visit the site must submit their name, company, and phone number/e-mail address to EFLHD no later than Thursday, August 7. This list will be forwarded to Fort Belvoir for their information. EFLHD attendance will not be required at this visit, as long as anyone visiting the site is on the site visit list (bring a copy) and has identification with them.

4. The bid opening is scheduled for August 19 at 2:00 pm. All pre-bid questions must be received by EFLHD no later than August 12 in order to be properly addressed.

5. Are the range clearing limits identified in the plans on the west side of Mulligan Road correct?

Yes. The range clearing limits shown on the plans were checked against information provided by Fort Belvoir and are shown correctly.

6. What type of security will need to be in place during construction?

Fort Belvoir will require that the Contractor install gates at the following locations: Pole Road, Telegraph Road, and Kingman Road. These gates will need to be locked whenever the Contractor is not working on-site.

7. Will an alternative design be allowed for the FRP grates being installed on the Piney Run Bridge?

The FRP grates shown in the plans were chosen to meet Fort Belvoir and VDOT requirements. Alternative proposals will not be considered at this time; however, if awarded the contract, the Contractor may submit alternative designs as a value engineering proposal.

8. Are there any time restrictions on work, other than the typical workday/weekend times?

All work restrictions are listed in Subsection 108.01 of the Special Contract Requirements. The only potential restrictions not identified in the solicitation are any restrictions that may result from obtaining the environmental permits for the project. All permit applications have been completed and submitted to the appropriate agencies. In the event that new restrictions are imposed, this will be viewed as a change in the contract. A contract modification would be done to incorporate this change.

9. How does the Contractor know when the embankment settlement has reached a point where they can begin construction in those areas?

In accordance with Subsection 551.08 of the Special Contract Requirements and the Geotechnical Report, the following text from the report is provided:

“For the approaches to the Piney Run Bridge at HEC, it is conservatively estimated that the time for 90% consolidation settlement of the underlying foundation soils to occur is approximately 150 days at Abutment A and 30 days at Abutment B. However, it should be noted that these are strictly estimates based on correlations to soil index properties and there may be some variability with these time estimates. The project construction schedule should include the above waiting periods for abutment construction.

Construction of the abutments should not commence until the settlement has slowed to an acceptable rate as determined by surveying settlement points as described below.

Construction of the center bridge pier will not be affected by the embankment settlement and may commence at any time.

Settlement of the approach embankments for the Piney Run Bridge at HEC should be monitored via surface settlement points on the tops of the approach embankments. The settlement points should consist of vertical 4-foot long pieces of steel rebar (No. 4 bar), the lower 2 feet of which are concreted or grouted into the top surfaces of the fills. The settlement points should be surrounded by construction fencing material to protect them.

The settlement points should be monitored twice a week until it can be determined that the settlement has essentially ceased.”

11. How was the embankment quantity calculated? Does it include topsoil stripping?

The embankment quantities were calculated using Geopak highway design software, which measure the areas between existing and proposed cross sections based upon the survey of existing conditions. There was no deduction made for the topsoil stripping.

11. There are measurement discrepancies between the Tabulation of Quantities in the plans and the FP-03 Specifications. Which is correct?

The FP-03 does not include pay items and gives some flexibility in the unit of measurement used for each item of work. The pay items will be measured as shown in the Tabulation of Quantities.

12. Can a VDOT equivalent be specified for the riprap, since the FP-03 classes are different?

A comparison table between FP-03 and VDOT riprap classes will be included in the Special Contract Requirements under Amendment No. 001. The Contractor will be allowed to use the equivalent VDOT riprap class during construction.

13. Who will obtain the Dig Safe Permit from the Fort Belvoir Directorate of Public Works?

The Contractor will be responsible for obtaining the Dig Safe Permit. In discussions with Fort Belvoir DPW, the Contractor will only need to acquire one permit for the entire project if they can submit a construction schedule describing the work they will perform over the length of the job.

14. Can you clarify why there are 2 – 24” encasement pipe pay items (61103-1500)?

The second pay item listed has 36-inch diameter encasement pipe in parenthesis. This is the correct size. The 24-inch pay item was used due to the fact that our system currently has no established item for a 36-inch pipe. This item was needed late in the design process, and a new item could not be established in time for the advertisement.

15. Please clarify where the field office will be located?

The field office will be located near the Mulligan Road/Pole Road intersection at a location as approved by the CO. This part of the project is closer to existing utilities.

16. Can you clarify the sewer encasement work? There is a discrepancy in the plans and estimate. Is it encasement only or replacing the existing sewer line?

The work on the sewer lines will involve replacing the existing PVC line with ductile iron and encasing the line in accordance with Detail E611-A. The notes and work limits for this work have been revised on Plan Sheets C4, D11, D14, UT7, and UT10. These revised sheets and B pages for Schedule A in the solicitation will be included in Amendment No. 001.

17. During the site visit, it was discovered that the existing bridge over Piney Run that was to be removed has fallen into Piney Run. The work in this area will consist of debris removal, as opposed to a typical “bridge removal”.

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PAGE 05/10

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PAGE 08/10

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PAGE 10/10

CHECKLIST FOR BID SUBMISSION

1. Bid Envelope:

a. Addressed as shown in Block 8 of Page A-1

b. In lower left corner, indicate Solicitation No., Project Name & Number, time for Receipt of Offers and send to Room 105.

2. Standard Form 1442: Solicitation, Offer and Award (Pages A-1 and A-2)

a. Block 14: Name and Address of Offeror.

b. Block 15: Telephone Number of Offeror.

c. Block 16: Remittance Address if different from Block 14.

d. Block 19: All Amendments Acknowledged, with dates of Amendments.

e. Block 20: Bid is signed and dated.

3. Bid Schedule - (Pages B-1 through B-9)

a. Unit proposal price and proposal amount provided for each pay item in numbers.

b. Corrections initialed.

c. Price Evaluation eligibility is indicated on the Proposal Summary page.

4. Standard Form 24, Bid Bond (Pages C-1 through C-2) (Required if bid guarantee is bid bond)

a. Date executed

b. Legal name and address of Offeror.

c. Type of organization.

d. State of incorporation (if applicable).

e. Name and business address of Treasury approved surety.

f. Penal sum of bond (not less than 20% of proposal total).

g. Proposal identification.

h. Signature of Offeror

i. Seal, if corporation

j. Signature of Surety

k. Seal, if corporation

PROPOSALS RECEIVED WITHOUT A VALID BID BOND WILL BE REJECTED.

5. Power of Attorney.

a. Dated on or before execution date of bond

b. Power has original signature of surety, or is embossed with surety's seal in the certification section

PROPOSALS RECEIVED WITHOUT A VALID POWER OF ATTORNEY WILL BE REJECTED.

6. Fill In's. The following full text Clauses and/or Provision numbers shall be checked or filled in and return with the proposal package:

a. 52.219-4 – HubZone ONLY - See Section F, Clause 52-219-4, paragraph "C", CHECKLIST FOR BID SUBMISSION check block if wavier is applicable.

7. Offeror's Qualifications form (provided separately as part of the proposal Documents Package). Form completed, signed and submitted with proposal

8. Offeror’s Questionnaire on Calendar Days signature required (if not completed proposal shall be found non-responsive).

9. Sub-Contracting Plan - Large Businesses Only: Submittal with the proposal is mandatory.

THE FOLLOWING THREE ITEMS ARE NOT TO BE SUBMITTED WITH THE

BID; BUT FAILURE TO COMPLETE THE REQUIREMENTS WILL BE CAUSE

TO REJECT THE PROPOSAL.

10. Central Contractor Registration (CCR): The Contractor is currently registered in the Internet-Based CCR database at http://www.ccr.gov.

11. Online Representations and Certifications Application (ORCA): The Contractor's Representations and Certifications have been input online via the Internet-Based ORCA electronic database at http://orca.bpn.gov.

12. Vets100 Reporting: The Contractor has completed the annual Internet-Based reporting requirement online at http://vets100.

NOTE: THE CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY THAT ALL

DATA IN THE THREE DATABASES IS CORRECT EACH TIME A PROPOSAL

PACKAGE IS SUBMITTED. FAILURE PROPERLY INPUT AND/OR UPDATE

YOUR DATA MAY CAUSE THE PROPOSAL TO BE REJECTED.

http://www.ccr.gov/ http://orca.bpn.gov/ http://vets100/

SMALL BUSINESS SUBCONTRACTING PLAN

Date:

Solicitation Number: DTFH71-8-R-00012

Project Number: VA A-AD-48(1)

Contractor Name:

Address:

The following individual contract plan, together with any attachments, is hereby submitted as a Small Business Subcontracting Plan to satisfy the applicable requirements of Section 8(d) of the Small Business Act (15 U.S.C. 637(d)) and FAR Contract Clause 52.219-9, Alternate II.

1. The following percentage goals, expressed in terms of percentage of the total planned subcontracting dollars, will be applicable to any contract awarded as a result of this solicitation:

a. Small Business Concerns (SBC): ____ percent of total planned subcontracting dollars under this contract will go to subcontractors who are small business concerns.

b. Veteran-Owned Small Business Concerns (VSBC): ____ percent of total planned subcontracting dollars under this contract will go to subcontractors who are veteran-owned small business concerns.

c. Service-Disabled Veteran-Owned Small Business Concerns (SDVSBC): ____ percent of total planned subcontracting dollars under this contract will go to subcontractors who are veteran-owned small business concerns.

d. HUBZone Small Business Concerns (HSBC): ____ percent of total planned subcontracting dollars under this contract will go to subcontractors who are HUBZone small business concerns.

e. Small Disadvantaged Business Concern (SDBC): ____ percent of total planned subcontracting dollars under this contract will go subcontractors who are small disadvantaged business concerns.

f. Women-Owned Small Business Concerns (WSBC): ____ percent of total planned subcontracting dollars under this contract will go to subcontractors who are women-owned small business concerns.

2. The following dollar values correspond to the percentage goals shown in Section 1 above:

a. The total dollars planned to be subcontracted to all types of businesses under this contract is $_______________________.

b. The total dollars planned to subcontracted to small business concerns is

c. The total dollars planned to subcontracted to veteran-owned small business concerns is $__________________.

d. The total dollars planned to subcontracted to service-disabled veteran-owned small business concerns is $__________________.

e. The total dollars planned to subcontracted to HUBZone small business concerns is

f. The total dollars planned to be subcontracted to small disadvantaged business concerns is $__________________.

g. The total dollars planned to subcontracted to women-owned small business concerns is $__________________.

3. The following principal types of supplies and/or services are planned to be subcontracted under this contract. (Indicate if planned to subcontract to a non-small business concern, SBC, VSBC, SDVSBC, HSBC, SDBC, or WSBC. Use additional sheets if necessary).

Type of Supply/Service to be subcontracted under this contract

Planned to be subcontracted to Non-SBC, SBC, VSBC, SDVSBC, HSBC, SDBC, WSBC (enter one)

4. The following method was used to develop the subcontract percentage goals.

5. The following method was used to identify potential subcontract sources for solicitation purposes. (What source lists were used and what organizations were contacted to identify potential SBC, VSBC, SDVSBC, HSBC, SDBC, and WSBC subcontractors.)

6. Indirect costs (were) (were not) included in establishing the subcontracting goals specified in Sections 1 and 2 above.

If indirect costs were included, the following method was used to determine the proportionate share of indirect costs to be incurred with SBC, VSBC, SDVSBC, HSBC, SDBC, and WSBC subcontractors.

7. The following individual will administer the subcontracting program:

Name:

Title:

Address: Telephone:

This individual's specific duties, as they relate to the subcontracting program, are as follows:

General overall responsibility for review, monitoring, and execution of the plan, including, but not limited to (list duties):

8. The following efforts will be taken to ensure that SBC, VSBC, SDVSBC, HSBC, SDBE, and WSBC subcontractors will have an equitable opportunity to compete for subcontracts:

9. It is agreed that FAR Clause 52.219-8, Utilization of Small Business Concerns, will be included in all subcontracts which offer further subcontracting opportunities. It is further agreed that all subcontractors (except small business concerns) who receive subcontracts in excess of $1,000,000 will be required to adopt and comply with a subcontracting plan in accordance with FAR Clause 52.219-9.

10. The Contractor agrees to:

a. Cooperate in any studies or surveys as may be required.

b. Submit periodic reports so that the Government can determine the extent of compliance by the Contractor with the subcontracting plan.

c. Submit Standard Form (SF) 294 (attached), Subcontracting Report for Individual

Contracts and/or SF 295 (attached), Summary Subcontract Report, following the instructions on the forms.

d. Ensure that its large business subcontractors agree to submit SF 294 and SF 295.

11. The following types of records will be maintained concerning procedures that have been adopted to comply with the requirements and goals in the plan:

a. Source lists, guides, and other data that identify SBC, VSBC, SDVSBC, HSBC, SDBC, and WSBC.

b. Organizations contacted in an attempt to locate sources that are SBC, VSBC, SDVSBC, HSBC, SDBC, and WSBC.

c. Records on each subcontract solicitation over $100,000 indicating:

i Whether SBC's were solicited, and if not, why not;

ii Whether VSBC's were solicited, and if not, why not;

iii Whether SDVSBC's were solicited, and if not, why not;

iv Whether HSBC's were solicited, and if not, why not;

v Whether SDBC's were solicited, and if not, why not;

vi Whether WSBC's were solicited, and if not, why not;

vii If applicable, the reason award was not made to a small business concern.

d. Records of any outreach efforts to contact--i Trade associations.

ii Business development organizations iii Conferences and trade fairs to locate SBC, VSBC, SDVSBC, HSBC, SDBC, and WSBC sources.

iv Veterans service organizations

e. Records of internal guidance and encouragement provided to buyers through--i Workshops, seminars, training programs, etc.

ii Monitoring performance to evaluate compliance with the program’s requirements.

f. On a contract-by contract basis, records to support award data submitted by the Contractor to the Government, including the name, address and business size of each subcontractor.

Signed

Company Title

Date

21400 Ridgetop Circle Sterling, VA 20166

Additional Pre-Bid Site Visit A 2nd Pre-Bid Site Visit is scheduled for Monday, August 11 from 10:00 am to 2:00 p. m. All personnel who will visit the site must submit their name, company, and phone number/e-mail address to EFLHD no later than Thursday, August 7. This list will be forwarded to Fort Belvoir for their information. EFLHD attendance will not be required at this visit, as long as anyone visiting the site is on the site visit list (bring a copy) and has identification with them.

See the attached sheets.