Amendment_0001_-_PRA-ROCR_10(5)_(Plans_Seperate).pdf

(x)

DTFH7116R00001

x x 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 ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by 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.

x

Sterling VA 20166-6511

EFLHD-CO

21400 Ridgetop Circle Construction Office Eastern Federal Lands Highway Div.

Federal Highway Administration

Sterling VA 20166-6511

EFLHD-AC

21400 Ridgetop Circle Acquisitions Office Eastern Federal Lands Highway Div.

Federal Highway Administration

PRA-ROCR 10(5)10/29/20150001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

10/02/2015

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project: PRA-ROCR 10(5)

The purpose of this Amendment is to:

1) Revise the B Pages as follows:

a) Revise the B Page Proposal Instructions to correct the amount of working days that construction is expected to be delayed due to the DC Water work during Stage 5 of the work.

b) Revise the Bid Schedule page numbers in the instructions.

c) Replace the Cost Proposal Bid Schedules and Cost Proposal Summary to update quantities and pay item descriptions for various bid items.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 135

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

DTFH7116R00001/0001

2) See B Pages Changes Summary_Amendment 1 for details.

3) Revise the Special Contract Requirements (J

Pages) as follows:

a) Section 108 to modify DC Water work information and expected delay time for Stage 5;

b) Section 157 to add measurement and payment specifications for temporary diversions for construction of riprap protection at culvert outfalls;

c) Section 207 to revise measurement and payment specifications for geotextiles;

d) Section 615 to revise material requirements for porous asphalt sidewalk;

e) Section 635 to add requirements for temporary traffic control (construction stage 1); and

f) Section 704 to add requirements for stone bedding, stone filter and stone reservoir courses, and delete requirements for choker and reservoir courses.

4) See SCR Chages_Amendment 1 for details.

5) Revise the Plans as follows:

a) Replace Sheets B01, B09, C01 through C04, C18 through C26, C41, D01, D02, D07, D08, D17, D33, E04, E05, E13, E15, E16, E19, F01 through F03, H01, H02, J02, J03, J08, J09, J18, K06, K07, L11 through L21, M02 through M17, N01, P01, S22, S30, and T1a; and

b) Add Sheets K01A, L14A, L21A through L21D, and

S08A.

6) See Plans_Amendment 1 and Plan Sheet Changes

Summary_Amendment for details.

7) Replace the DC Water Preliminary Plans with an updated version of the plans.

8) Added Appendix Zoo Tunnel Rock Elevations.

9) Provide Pre-Bid Meeting Minutes.

10) Provide a summary of responses to questions/clarifications asked by potential bidders.

11) Correct Table of Contents SF-1442

Solicitation, Offer, and award to read pages 1

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 135

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

DTFH7116R00001/0001

through 5.

12) Correct SF 1442 language for Permits, see

CD/fbo.gov.

13) Correct SF1442 Continuation Page 3 Block 11 to delete “\” at end of statement.

14) Reschedule the Proposal due date to November

17, 2015 at 2:00 P.M.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0001

Info Page 1 of 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PRA-ROCR 10(5)

Rock Creek Park Solicitation: DTFH71-16-R-00001

The purpose of this Amendment is to:

1) Revise the B Pages as follows:

a) Revise the B Page Proposal Instructions to correct the amount of working days that construction is expected to be delayed due to the DC Water work during Stage 5 of the work.

b) Revise the Bid Schedule page numbers in the instructions.

c) Replace the Cost Proposal Bid Schedules and Cost Proposal Summary to update quantities and pay item descriptions for various bid items.

2) See B Pages Changes Summary_Amendment 1 for details.

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

a) Section 108 to modify DC Water work information and expected delay time for

Stage 5;

b) Section 157 to add measurement and payment specifications for temporary diversions for construction of riprap protection at culvert outfalls;

c) Section 207 to revise measurement and payment specifications for geotextiles;

d) Section 615 to revise material requirements for porous asphalt sidewalk;

e) Section 635 to add requirements for temporary traffic control (construction stage 1);

and

f) Section 704 to add requirements for stone bedding, stone filter and stone reservoir courses, and delete requirements for choker and reservoir courses.

4) See SCR Chages_Amendment 1 for details.

5) Revise the Plans as follows:

a) Replace Sheets B01, B09, C01 through C04, C18 through C26, C41, D01, D02, D07, D08, D17, D33, E04, E05, E13, E15, E16, E19, F01 through F03, H01, H02, J02, J03, J08, J09, J18, K06, K07, L11 through L21, M02 through M17, N01, P01, S22, S30, and T1a; and

b) Add Sheets K01A, L14A, L21A through L21D, and S08A.

6) See Plans_Amendment 1 and Plan Sheet Changes Summary_Amendment for details.

7) Replace the DC Water Preliminary Plans with an updated version of the plans.

8) Added Appendix Zoo Tunnel Rock Elevations.

9) Provide Pre-Bid Meeting Minutes.

Info Page 2 of 2

10) Provide a summary of responses to questions/clarifications asked by potential bidders.

11) Correct Table of Contents SF-1442 Solicitation, Offer, and award to read pages 1 through

5.

12) Correct SF 1442 language for Permits, see CD/fbo.gov.

13) Correct SF1442 Continuation Page 3 Block 11 to delete “\” at end of statement.

14) Reschedule the Proposal due date to November 17, 2015 at 2:00 P.M.

B Pages Changes Summary Page 1 of 2

B Pages changes

1. Delete the first sentence of the seventh paragraph on Page 5 of the B Page Proposal

Schedule Instructions and substitute the following:

It is expected that DC Water will cause delays to the project for up to 30 working days during Stage 3, 45 working days during Stage 4, and 70 working days during Stage 5.

2. Delete the Bid Schedule page numbers from Page 4 and substitute the following:

Schedule A (Base Contract) - Pages B-1 thru B-7

Schedule B (Government Option 1) - Pages B-8 thru B-9

Schedule C (Government Option 2) - Page B-10

3. Delete the Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B-

11, and substitute the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages

B-1 through B-11.

a) Revised bid quantities for the following Schedule A pay items:

1. Pay item 15706-1100 Soil Erosion Control, Inlet Protection Type A

2. Pay item 25102-4000 Placed Riprap, Class 4

3. Pay item 60201-0400 12-inch Pipe Culvert

4. Pay item 60201-0500 15-inch Pipe Culvert

5. Pay item 60201-0600 18-inch Pipe Culvert

6. Pay item 60201-0800 24-inch Pipe Culvert

7. Pay item 60210-0400 End Section for 12-inch Pipe Culvert

8. Pay item 60210-0500 End Section for 15-inch Pipe Culvert

9. Pay item 60401-0000 Manhole

10. Pay item 60403-1700 Inlet, Type 6A (Double)

11. Pay item 60404-1000 Catch Basin, Type 1 (Field Inlet)

12. Pay item 60421-0000 Oil/Grit Separator

13. Pay item 62011-0200 Stone Masonry Headwall for 15-inch Pipe Culvert

14. Pay item 62011-0300 Stone Masonry Headwall for 18-inch Pipe Culvert

B Pages Changes Summary Page 2 of 2

b) Revised bid quantities for the following Schedule B pay items:

1. Pay item 61501-1200 Sidewalk, Porous Asphalt

c) Added the following pay item for Schedule A:

1. Pay item 15706-1000 Soil Erosion Control, Inlet Protection (Combination Inlet)

2. Pay item 60201-0300 8-Inch Pipe Culvert (DIP)

3. Pay item 60201-0350 10-Inch Pipe Culvert (DIP)

4. Pay item 63501-0000 Temporary Traffic Control (Construction Stage 1)

5. Pay item 63610-2800 Conduit, 4-Inch. PVC

d) Deleted the following pay items for Schedule A:

1. Pay item 15706-1500 Soil Erosion Control, Inlet Protection Type E

2. Pay item 61102-3250 8-Inch Waterline, Ductile Iron

3. Pay item 61102-3500 10-Inch Waterline, Ductile Iron

e) Revised pay item descriptions for the following Schedule B pay items:

1. Pay item 64701-2000 Mitigation Stormwater Management, Bioretention Cell B-1-

10170R

2. Pay item 64701-2000 Mitigation Stormwater Management, Bioretention Cell B-1-

10260R

3. Pay item 64701-2000 Mitigation Stormwater Management, Bioretention Cell B-1-

10800R

4. Pay item 64701-2000 Mitigation Stormwater Management, Bioretention Cell B-1-

14160L

5. Pay item 64701-2000 Mitigation Stormwater Management, Bioretention Cell B-1-

20000L

B I D S C H E D U L E

Solicitation No.: DTFH71-16-R-00001

Page B-1

Amendment

Page B-2

Amendment

Page B-3

Page B-4

Page B-5

Page B-6

Page B-7

Submitted By:

Schedule Total:

Page B-8

Page B-9

Submitted By:

Schedule Total:

Amendment

BID SCHEDULE

Page B-10

Submitted By:

Schedule Total:

B - 11

COST PROPOSAL SUMMARY

Project PRA-ROCR 10(5)

(1) Schedule A (Base Contract) Bid Total (from Page B-7) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-9) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-10) = (3) $____________________

Contract Administrative Cost for Total Calendar Days Bid

If Schedule A (Base Contract), Schedule B (Government Option 1), and Schedule C (Government Option 2) are awarded at the same time, input the number of calendar days necessary to complete all contract work (Schedules A, B, and C) from Notice to Proceed (or date specified in the Notice to Proceed) to the completion of all contract work.

The total calendar days bid to complete all contract work must be greater than or equal to ( > ) 695 and less than or equal to ( < ) 1,000.

(4) calendar days x $3,300 per calendar day = (4) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) $____________________

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17 OF THE SF-1442

If Schedules A, B, and C are NOT awarded at the same time, the performance period for the completion of each schedule of work is as follows:

Schedule A is the calendar days bid on Line (4).

Schedule B is 130 calendar days.

Schedule C will be conducted at the same time as Schedule A.

Does the Bidder claim the Price Evaluation Preference for HUBZone Small Business Concerns as defined in FAR Clause 52.219-4?

Yes No

SCR changes 1 of 2

Special Contract Requirements (SCR) changes

1. Delete the third and fourth paragraphs of Subsection 108.01 of the Special Contract

Requirements, pages J-10 and J-11, and substitute the following:

DC Water will construct strategically located manhole vaults in Stages 3, 4, and 5 between

Tilden Street and the Maryland state line as shown in DC Water Preliminary Plans appendix.

The DC Water Preliminary Plans are preliminary and therefore subject to change. Coordinate the work schedule with DC Water to minimize impacts to the schedule.

It is expected that DC Water may restrict access and delay critical path activities for up to 30 working days in Stage 3, 45 working days in Stage 4, and 70 working days in Stage 5. No delay damages will be paid for expected delays caused by DC Water work. Inform the CO of any delays to the schedule caused by DC Water work within 24 hours from the start of the delay.

2. Add the following to Subsection 157.15 of the SCR, page J-37:

Measure temporary diversions for construction of riprap protection at culvert outfalls under

Section 251.

3. Delete the fifth paragraph of Subsection 207.07 of the SCR, page J-41, and substitute the following:

Measure geotextile for cobblestone medians, asphalt sidewalks, and porous asphalt sidewalks under Section 615.

4. Delete the first and sixth materials of Subsection 615.02 of the SCR, page J-96, and add the following:

Geotextile 714.01

Stone bedding course 704.09A

Stone filter course 704.09C

Stone reservoir course 704.09B

5. Add the following after Subsection 635.17 of the SCR, page J-109:

Add the following after Subsection 635.24:

635.24A Temporary Traffic Control (Construction Stage 1). Install temporary concrete barrier to separate the pedestrian detour from the bridge rehabilitation work at Zoo Tunnel

Bridge from Station 99+00 to Station 112+00 for Construction Stage 1a according to Subsection

635.11.

Submit traffic control proposals for acceptance at least 30 days before intended use according to

Subsection 104.03 for other locations within the Construction Stage 1 Detour requiring separation between pedestrians and construction work zones.

SCR changes 2 of 2

6. Delete the title of Subsection 704.09A of the SCR, page J-126, and substitute the following:

704.09A Stone Bedding Course.

7. Delete Subsection 704.09B of the SCR, page J-126, and substitute the following:

704.09B Stone Reservoir Course. Furnish porous, free-draining granular material free of excess moisture, muck, frozen lumps, roots, sod, or other deleterious material conforming to

AASHTO M 43, size number 2.

8. Add the following after Subsection 704.09B of the SCR, page J-126:

704.09C Stone Filter Course. Furnish porous, free-draining granular material free of excess moisture, muck, frozen lumps, roots, sod, or other deleterious material conforming to AASHTO

M 43, size number 8.

Plan Sheet changes 1 of 3

Plan Sheet changes

1. Delete Plan Sheets B01, B09, C01 through C04, C18 through C26, C41, D01, D02, D07, D08, D17, D33, E04, E05, E13, E15, E16, E19, F01 through F03, H01, H02, J02, J03, J08, J09, J18, K06, K07, L11 through L21, M02 through M17, N01, P01, S22, S30, and T1a, and substitute the amended Plan Sheets B01, B09, C01 through C04, C18 through C26, C41, D01, D02, D07, D08, D17, D33, E04, E05, E13, E15, E16, E19, F01 through F03, H01, H02, J02, J03, J08, J09, J18, K06, K07, L11 through L21, M02 through M17, N01, P01, S22, S30, and

T1a.

a) Sheet B01 updated the stationing for Beach Drive typical section.

b) Sheet B09 updated to revise notes for porous pavement in order to match Plan Sheet L14A.

c) Sheets C01 through C03 updated to revise pay item quantities and pay item descriptions.

d) Sheet C04 updated to revise quantities and pay items for inlet protection.

e) Sheets C18 through C26 updated to revise quantities in the Drainage Summary.

f) Sheet C41 updated to add quantity for conduit work at Blagden Bridge.

g) Sheets D01, D02, D07, D08, and D17 updated to revise Stormwater Management (SWM) callouts to match bioretention cells’ descriptions. D01, D02, and D33 also updated to revise the location of light poles to avoid SWM filter material.

h) Sheets E04, E05, and E13 updated to revise structure elevations and flowline slopes.

i) Sheets E15 and E19 updated to revise inlets shown based on other storm drain structure changes on J Sheets.

j) Sheets F01 through F03 updated to revise the SWM callouts to match bioretention cells’ descriptions.

k) Sheets H01 and H02 updated to revise light pole locations to avoid SWM filter material.

See D01 and D02 sheets.

l) Sheet J02 updated to:

1. Add the design of Schedule B SWM Bioretention cells (B-1-10170R and B-1-10260R);

2. Add MH 10112R, MH 10174R, I 10174L, ES 10174R, I 10209R, ES 10244R, I

10262L, ES 10259R, I 10281R, MH 10297R, and pipes between new inlets and manholes;

3. Rename ES 1008-O to ES 10279R; and

Plan Sheet changes 2 of 3

4. Removed oil/grit separators from inlets I 1008 and I 1005.

m) Sheet J03 updated to:

1. Add the design of Schedule B SWM bioretention cell (B-1-10800R);

2. Add I 10771L, I 10767R, I 10822R, ES 10821R, and pipes between new inlets and end section; and

3. Removed oil/grit separators from inlet I 1011.

n) Sheet J08 updated to:

1. Add the design of Schedule B SWM bioretention cell (B-1-14160L); and

2. Delete I 14015L, I 14090L, and pipes between these inlets.

o) Sheet J09 updated to:

1. Add the design of Schedule B SWM bioretention cell (B-1-14160L);

2. Delete I 1056 and pipe between I 14090L and I 1056; and

3. Add I 14165L.

p) Sheet J18 updated to:

1. Add the design of Schedule B SWM bioretention cell (B-1-20000L);

2. Delete pipe between I 19875L and I 1117;

3. Delete I 1117 and rename I 1116 to I 1117;

4. Change pipe size from 15 to 18 inches between I 19825R and I 19875R;

5. Add I 19981L, ES 19927L, and MH 19900R;

6. Change flow direction of pipe between I 19875L and I 19875R;

7. Add pipe between I 1115 and I 19825R;

8. Add pipe between I 19875R and MH 19900R;

9. Add pipe between MH 19900R and I-1117;

10. Add pipe between MH 19900R and ES 19927L; and

Plan Sheet changes 3 of 3

11. Removed oil/grit separator from I 1114.

q) Sheet K06 and K07 updated to revise storm drain profiles. See J Sheets description for plan view revisions.

r) Sheets L16 through L21 updated to revise Department of Energy and Environment (DOEE) compliance calculator tables for Schedule A SWM.

s) Sheet L11 through L14 updated with SWM design.

t) Sheet M02 updated to add note referencing the stream diversion detail for construction of riprap protection at culvert outfalls.

u) Sheets M03 through M17 updated to revise SWM callouts to match bioretention cells’ description, revise temporary inlet protection callout to reference Standard 157-2 and

Detail E157-E, and quantities of inlet protection.

v) Sheet N01 updated for consistency with the Transportation Management Plan.

w) Sheet P01 updated to add note that signs located around SWM bioretention areas need to be field adjusted as approved by the CO.

x) Sheet S22 updated notes to reference new requirements for manholes.

y) Sheet S30 updated to add callout for Geotextile, type II-B for the asphalt sidewalk. Also, deleted porous asphalt sidewalk detail and added note referencing the porous asphalt sidewalk detail on Sheet L14A.

z) Sheet T1a updated to add note that applies to all cross sections that the grading of proposed

SWM facilities is not shown on the cross section sheets. See L Sheets for grades of proposed SWM facilities.

2. Add New Plan Sheets K01A, L14A, L21A through L21D, and S08A.

a) Sheet K01A added for new storm drain profiles. See J02 for structure and pipe additions.

b) Sheet L14A added for SWM porous pavement.

c) Sheets L21A through L21D added for DOEE compliance calculator tables for Schedule B

SWM.

d) Sheet S08A added for combination inlet protection.

Rehabilitation of Rock Creek Main Interceptor and Beach Drive Sewers

The District of Columbia Water and Sewer Authority (DC Water) owns a number of sewer assets on National Park Service (NPS) properties. One of these assets is the Rock Creek Main

Interceptor (RCMI) which meanders along Beach Drive NW in Rock Creek Park.

To reduce future impacts of RCMI and Beach Drive sewer rehabilitation, DC Water plans to construct additional manhole vaults which will be installed at strategic locations to accommodate permanent, multi-stage bypass system. Each manhole vault will be cast-in-place and will have 3 to 4 risers with 36-inch diameter watertight frame and cover. Three-riser vaults will have an approximate dimension of 20-ft by 10-ft while 4-riser vaults will have an approximate dimension of 26-ft by 10-ft. During the road reconstruction, 1 manhole vault will be constructed in Stage 3;

4 manhole vaults will be constructed in Stage 4; and 11 manhole vaults will be constructed in

Stage 5. The proposed manhole vaults will require construction duration of 30, 45, and 70 days for Stages 3, 4, and 5, respectively. The construction of the proposed manhole vaults during the road reconstruction will allow DC Water to rehabilitate RCMI and Beach Drive sewers at a later date without cutting the asphalt of the newly constructed road. Manhole vault design will be refined as design progresses. DC Water plans to advertise the manhole vault construction project in Spring 2016.

water is life

FOR INFORMATIONAL PURPOSES ONLY

Pre-Bid Meeting Minutes Page 1 of 3

Project: PRA-ROCR 10(5) Rock Creek Park

Pre-Bid Meeting Minutes

Date: October 14, 2015 Time: 10:00 a.m. to 11:00 a.m.

Place: Picnic Shelter at Tilden Street and Beach Drive Across street from Peirce Mill

Attendees: See attendance list.

I. Project Overview. FHWA began the meeting with introductions and a brief project overview was given by the FHWA Contract Specialist. The pre-bid meeting included a question and answer session.

The following is a description of the project and solicitation for informational purposes discussed directly or indirectly at the meeting.

Project Scope: The project consists of rehabilitating Beach Drive and Harvard Street ramp, and widening the Rock Creek multi-use trail. The work includes pavement reconstruction, bridge and parking area rehabilitation, multi-use trail rehabilitation and construction, installation of concrete curb and gutter, storm sewer replacement, traffic signal and street light replacement, permanent signing and striping, and other miscellaneous work. The project is expected to fall within the price range of greater than $10,000,000.

Proposal Information: The Bid Documents [Plans, Special Contract Requirements (SCR’s), Specification Book FP-03, Checklist for Bid Submission, etc.,] are available on the following websites:

http://flh.fhwa.dot.gov/business/ or https://www.fbo.gov/ (at QUICK SEARCH, type "EFLHD" and all available projects will be listed).

Bidders are reminded to check for availability of bid documents and to sign up for automatic email notification for any changes to the bid documents or Solicitation on the FBO website above.

Pre-Bid Meeting Minutes Page 2 of 3

The Bid Opening remains November 5, 2015. If the Bid Due Date changes, it will be documented in Block 14 of the SF 30 of this or any future amendment. Bids are due by 2:00 p.m. local time, and are to be delivered to:

Ms. Shirley Anderson Contract Specialist Eastern Federal Lands 21400 Ridgetop Circle Sterling, VA 20166-6511

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

II. Questions/Clarifications. The following questions and issues were either asked or discussed by potential bidders at the Pre-Bid Meeting; the Government response or clarification is provided. The questions/clarifications are not a transcript of actual words spoken; they have been edited to provide a clearer representation of the actual issues discussed, and any follow-up action or clarification not discussed at the meeting is also included.

1. Is there an approved source for local stone matching the existing stone for headwalls and retaining walls?

Response: A source located in Warrenton, VA has been used successfully in the past, but this is not an endorsement of using this or any other local source for stone.

2. Is there an approved source for the brown aggregate cellular fill and subbase course?

Response: No approved sources for the brown aggregate cellular fill and subbase course are being provided.

3. Is hauling allowed on Beach Drive?

Response: Please follow the requirements for hauling on NPS roads as specified in Subsection 104.05 of the SCRs.

4. How is the 50% requirement on subcontracting work calculated?

Response: Please follow the structure for Subcontracting Goals as indicated in the Continuation of Standard Form (SF) 1442 and on the Sub-Contracting Plan form.

5. What is the deadline for submitting questions?

Response: There is no specified deadline for submitting questions. Questions can be submitted at any time, but questions submitted within 7 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids. Questions submitted too close to the bid opening have the potential of not being answered at all.

Meseret.Yigezu Typewritten Text Pre-Bid Meeting Minutes Page 3 of 3

Meseret.Yigezu

Bidders Questions Page 1 of 6

Questions / Clarifications

The following questions and issues were submitted via email at eflhd.contracts@dot.gov. The

Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included. The Government’s direct response to the sender may also have been updated below for better clarity.

1. The section of Blagden Bridge shown on plan sheet R04 notes telephone and electric power lines in one of the bridge sidewalks shown to be removed and replaced. We assume you have an

Agreement with these Utility Owners that requires them to expose, protect, support, and replace their lines when maintenance or improvements are needed. Please confirm our assumption.

Response: EFL is coordinating with the utility owners. The pay item 63610-2800 Conduit, 4-Inch, PVC has been added for this relocation work.

2. Blagden Bridge plan sheets R10 and R11 show existing and replacement sections of the sidewalk and bridge railing, but they do not show any utility lines in the sidewalks like the section on R04. Are there utilities in the sidewalk and are they being replaced? Also, what details can you provide us to understand how the utilities pass through the approaches at each end the bridge?

Response: EFL is coordinating with the utility owners. As stated above, there are utility conduits in the right (east) sidewalk on the bridge. Sheets R10 and R11 detail the removal and replacement of sidewalk do not show these conduits, but they are currently encased in the right sidewalk. We do not have any details of utilities on approaches.

3. Please confirm the pay items that are applicable to the Traffic Railing on plan sheet R26 in the Zoo Tunnel. Based in the Estimated Quantities on sheet R02, the only two (2) pay items in this area are Curb, Concrete and Bridge Railing, Steel, One Rail. What pay items cover the excavation for the sleeve posts, the cost of the sleeves and the concrete footings for the sleeves?

Response: As shown on Sheet R02, the related pay items are:

a. 20302-0500 Removal of Curb, Concrete;

b. 20303-3200 Removal of Sidewalk, Concrete;

c. 55601-1000 Bridge Railing, Steel, One Rail;

d. 60901-0000 Curb, Concrete; and

e. 61501-0100 Sidewalk, Concrete

No Direct payment is included for excavation, footings, and post sleeves.

4. Please provide rock elevations within Zoo Tunnel to show if the railing post excavation will be performed in rock or soil.

mailto:eflhd.contracts@dot.gov

Bidders Questions Page 2 of 6

Response: See the added Appendix Zoo Tunnel Rock Elevations.

5. Subsection 107.02 references trees tagged for protection by the CO, but the number of trees are not identified. How many trees (each) should be included in the Contractor's offer for

Subsection 107.02(a) protection of the root area and Subsection 107.02(f) installation of wood slant planting around tree trunks?

Response: Preserve and protect all existing trees, shrubs, and grass areas on or adjacent to work areas that do not reasonably interfere with construction items. This work is incidental and there is no pay item for tree protection.

6. Subsection 107.02(d) references pruning of branches that may be an obstruction or damaged as designated by the CO. The quantity of this work is not identified. How many branches or locations (each) should be included in the Contractor's offer for Subsection 107.02(d) branch pruning? Must the work be completed by the qualified arborist?

Response: Branch pruning is required as an “as needed” basis and is considered incidental to the work. Branch pruning will be as directed by the CO. Yes, a qualified arborist needs to perform the work.

7. Subsection 107.02(d) references branches that may be obstructions or damaged as designated by the CO. The section references Subsection 202.04A. Will the pruning of branches be restricted to the same dates as root pruning? Will any northern long-eared bat assessments as listed in Subsection 202.03 be required?

Response: Pruning trees will not be subject to the clearing or root pruning requirements.

8. Does the owner anticipate any available area(s) within the project limits for the Contractor's laydown or office use?

Response: The Government will not be providing any staging areas outside the work limits.

9. Is any information available on the existing tunnel's ventilation capacity or system?

Response: Zoo Tunnel does not have a ventilation system.

10. Plan Sheet L01, SWM Bioretention Construction Sequence, Step 10, states "Planting. Install the plant materials as shown in the landscaping plan, and water them as needed." Please advise or provide the landscaping plan referenced.

Response: All SWM bioretention facilities are proposed with permanent turf grass cover, in accordance with Sheet L-01(Bioretention Cell Typical Section detail (lower center of sheet), Table 3.22 Material Specifications for Bioretention Cells (Topsoil for Turf Cover and Plant Material rows), the Storm Water Management BMP Plant Schedule, and according to Section 625 Turf Establishment.

11. Typical Sections for the Multi-Use Trail show the use of Earthwork Geotextile, Type II-B

(B-06, B-07, B-08, B-10, and B-11). Earthwork Geotextile Type I-B is shown on B-09 and listed

Bidders Questions Page 3 of 6 in the Tabulation of Quantities C01. Please advise if Earthwork Geotextile Type II or II shall be used.

Response: Earthwork Geotextile, Type II-B for the multi-use trail will be incidental to the trail work and SCR Subsection 207.07 has been revised to indicate it is measured under

Section 615. Earthwork Geotextile, Type I-B has been removed from the porous asphalt typical sections.

12. The technical proposal is limited to 75 pages. We are also required to submit a subcontracting plan. Will the subcontracting plan be counted against the 75 page limit?

Response: The subcontracting plan will not be counted in the 75 page technical proposal limit.

13. With the limited number of borings along Beach Drive (17) and the depth of the borings

(Approximately 5 feet), it is very hard to measure the amount of rock that will be encountered.

Most of the Drainage work is deeper than 5 feet (most drainage structures are 6 to 12 feet deep). Please confirm that blasting is not allowed on the project? Can an additional bid item be added for "Rock Excavation" due to the unknown quantity?

Response: Blasting is not allowed on this project and a rock excavation item will not be added.

14. Stage 1 detour - Note 1 states that" temporary concrete" barrier be utilized to separate pedestrians from the bridge work for the Zoo Tunnel Rehab Work. We do not find a bid item for

Temporary Concrete Barrier. Can an item be added for this?

Response: Temporary concrete barrier will be needed for Stage 1a Detour at Zoo Tunnel

Bridge. Pay item 63501-0000 Temporary Traffic Control (Construction Stage 1) has been added for this work and for other temporary traffic control methods that are needed for separation between construction traffic and pedestrians in Stage 1.

15. Roadway Reconditioning - Is all the existing Base Rock covered by this Bid Item, that is disturbed by the Under Drain and other Drainage Pipe, being replaced in Item A2050- Aggregate

Base Grading C or D, or does it need to be salvaged, stockpiled and re-spread, as incidental to this Item?

Response: In areas of roadway reconditioning, the existing subgrade will be scarified, reshaped, and compacted. For areas with under drains or drainage pipes, the existing subgrade will need to be stockpiled and re-spread as incidental to the roadway reconditioning pay item.

16. The referenced sheets "Temporary Traffic Control Narrative" note the Contractor shall maintain separation between construction traffic and pedestrians using a method approved by the

CO for approximately 7800 lf. Can a list of potential methods that are acceptable for approval be provided?

Response: The method for separation between the construction traffic and pedestrian may change depending on the construction operation. Temporary traffic control methods must

Bidders Questions Page 4 of 6 meet MUTCD and other applicable safety regulations. These methods must be approved by the CO.

17. The TMP states (page 4) the contractor shall revise the TMP as updated information is provided but the TMP section on Sheet 1 of 6 of the Temporary Traffic Control Narrative states the Government will monitor and update the plan. Please clarify each team’s responsibilities with respect to the TMP.

Response: Revised the first note under Transportation Management Plan on N01 to be consistent with The Transportation Management Plan.

18. The Erosion and Sediment control plans do not define the requirements for entering Rock

Creek to build and install the storm drainage outfalls. Please provide details for stream relocation work required to isolate the work area around each culvert headwall or end section.

Response: A note has been added to Sheet M02 referencing the stream diversion detail

E157-A for construction of riprap protection at culvert outfalls. The stream diversion will be incidental to the riprap construction and Subsection 157.15 has been revised to indicate it is measured under Section 251. The in water work for these diversions is included in the

USACE permit.

19. There is an existing 3.5’x5’ Sanitary Sewer line beneath the existing Beach Drive from approx. sta 244+00 through 286+00. There are various location where the drainage line will go under this San Sewer line. Please provide additional information on this line. Is it a brick or precast box?

Response: See Appendix_DC Water Preliminary Plans.pdf and Report_Test Pit

Information.pdf. No as-built plans show detail of the 3.5’ x 5’ sanitary sewer lines (RCMI).

20. The supplemental pipe tie shown on page 602-7 and referenced in note 6. Where is it specified that they be used in the contract documents?

Response: Detail 602-7 Concrete Pipe Culvert Installation shows Supplemental Concrete

Pipe Tie as an available option that may be necessary for construction. On sheet J01 the

Concrete Collar Pipe Joint is another available option that may be necessary for construction.

21. Power lines are depicted on the right shoulder 314+00 to 321+00. Who is responsible for their relocation?

Response: The existing underground powerline ends near Station 314+00 in the plans.

Relocation of the existing underground powerline is not required to perform the contract work.

22. Has a pre-construction survey been done on the existing 3.5’x5’ sewer running beneath

Beach Drive?

Bidders Questions Page 5 of 6

Response: DC Water previously surveyed the condition of the 3.5’ x 5’ sewer running beneath Beach Drive and DC Water plans to line the sewer according to Appendix_DC

Water Preliminary Plans.pdf.

23. The pipe profile shown on Drainage Profile sheet 19 of 37 297+57 to 298+10 shows a 48” water line. The waterline is not depicted on the corresponding plan sheet. Which direction does it run?

Response: The 48” waterline is shown correctly on the profile sheet. It is incorrectly shown as a sanitary sewer line on the plan sheet.

24. RFP page J-6 mandates a 500’ separation between loaded trucks on NPS Roads. Is this requirement enforced on NPS Roads which are closed for construction?

Response: This requirement is for all NPS roads.

25. Can two loaded trucks pass each other in operate directions on a NPS Road?

Response: Yes two trucks may pass each other on NPS roads.

26. Installation of Rip Rap outfalls throughout the project require working within waters of Rock

Creek. What Erosion and Sediment Control detail should be used for this work?

Response: A note has been added to Sheet M02 referencing the stream diversion detail

E157-A for construction of riprap protection at culvert outfalls. The stream diversion will be incidental to the riprap construction and Subsection 157.15 has been revised to indicate it is measured under Section 251. The in water work for these diversions is included in the

USACE permit.

27. Where are the details for DC water 8” and 10” water work?

Response: The previous 61102-3250 and 61102-3500 pay items have been replaced with

60201-0300 8-Inch Pipe Culvert (DIP) and 60201-0350 10-Inch Pipe culvert (DIP). These pay items are for the ductile iron pipes in the proposed storm drain system.

28. Due to the amount of questions, please consider postponing the bid due date for at least 1 week. This would allow for answering questions and to provide the best competitive bid.

Response: The bid opening has been delayed to November 17 th

, 2015 at 2 p.m.

29. The Typical Sections detailed on plan Sheet B01 through B11 do not include sections of

Beach Drive between 208+72.6 to 215+00. Please provide which Typical Section we are to use in this area.

Response: See the revised Typical Section sheet B01 in amendment 1 (the stationing has been revised).

Bidders Questions Page 6 of 6

30. Please confirm if we are to use the Typical Section indicate on beach drive where side road construction is being performed. An example would be portions of Klingle Road, Blagdan Ave

NW, and Broad Branch Road NW.

Response: The Typical Section for Beach Drive is the Typical Section for the intersecting side roads.

31. This is a two part question. The plans indicate the Asphalt Paving mix used for the wedge level, however there currently no wedge level bid item. Do the bid quantities include the Wedge

Level and/or will a bid item be added?

Response: The asphalt pavement for the wedge and leveling course is paid for under Pay

Item 40101-0200.

32. Bid Items A5300 & B1250 for Asphalt Sidewalk does not include the mix design(s) or lift thickness in the Typical Sections plans. Currently we are installing in one (1) 4” lift. Please provide and confirm.

Response: See Detail E615-A for a detail for the asphalt sidewalk. See FP-03 Sections 615 and 404 for specifications for asphalt sidewalk. One 4” lift is acceptable for asphalt sidewalk.

33. Bid Item B1300 for Porous Asphalt Sidewalk does not include the mix design(s) or lift thickness in the Typical Sections plans. Currently we are installing in one (1) 4” lift. Please provide and confirm.

Response: See plan sheet L14A in Amendment 1 for “Table 3.13 Permeable Pavement

Specifications for Porous Asphalt” and the “Permeable Pavement Construction Sequence” for the porous asphalt sidewalk. One 4” lift is acceptable for porous asphalt sidewalk.

34. Will the Intelligent Compaction Item be utilized on the Asphalt Sidewalk & Porous Asphalt

Sidewalk?

Response: Intelligent compaction will not be utilized on the asphalt sidewalk or the porous asphalt sidewalk.

35. Will the asphalt paving be profiled for pay incentive, disincentive, or both?

Response: Pavement will be profiled for both pay incentives and disincentives. See

Subsections 401.16, 401.16(d), 401.16(e), 401.16(f), Table 401-5A, and Table 401-5B in the

Special Contract Requirements.

36. Special provision 552.03(v) and 601.03(i) call for all visible (structural and minor) concrete to be integrally colored dark grey in color. Is this correct?

Response: The coloring requirement mentioned in the Special Contract Requirements

552.03(v) and 601.03(i) are correct.

TABLE OF CONTENTS

Page

Notice to Offeror 1 through 2

Checklist for Offerors Submission 1 through 2

*SF-1442 Solicitation, Offer, and Award 1 through 5

Proposal Schedule Instructions 1 through 6

*Proposal Schedule B-1 through B-19

*SF-24 Bid Bond C-1 through C-2

FEDERAL ACQUISITION REGULATION & TRANSPORTATION ACQUISITION

REGULATION SOLICITATION PROVISIONS & CONTRACT CLAUSES

Index to Federal and Transportation Acquisition Regulations 1 through 6

Representations and Certifications (OCRA online) D-1 through D-2

Instructions to Offerors E-1

*Socioeconomic Program Requirements F-1 through F-7

Minimum Wage Schedule F-8 through F-19

*General Contract Requirements G-1 through G-4

Construction Contract Requirements H-1 through H-5

Special Contract Requirements J-1 through J-140

Section K K-1 through K-3

Permits Obtained for this Project see CD/fbo.gov

SPECIFICATIONS On CD

Plans see CD/fbo.gov

Appendices see CD/fbo.gov

Reports see CD/fbo.gov

*Subcontracting Plan 1 through 5

*Offeror’s Qualifications Form 1 through 7

* Federal Contractor Veterans’ Employment Report VETS-100A 1 through 2

*BOLD FACED ITEMS ARE TO BE INCLUDED WITH THE BID SUBMITTAL PACKAGE

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

EFL14PP156

Federal Highway Administration

Eastern Federal Lands Highway Div.

Acquisitions Office 21400 Ridgetop Circle

EFLHD-AC

Sterling VA 20166-6511

SEE BLOCK 7

Shirley Anderson eflhd.contracts@dot.gov

PRA-ROCR 10(5)

x 10/02/2015

DTFH7116R00001

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This Invitation for Bids is for the Rock Creek Parkway, Project No. PRA-ROCR 10(5), located in District of Columbia in strict accordance with the Solicitation/Contract instructions, notices, clauses, provisions, items listed below, and for the quantities of work actually performed at the unit prices as bid in the Bid Schedule, including all applicable Federal, State, and local taxes.

FP - Standard Specification for Construction of Roads & Bridges on Federal Highway

Projects.

Bid Schedule, Section B - pages B-1 through B-19

Special Contract Requirements, Section J - pages J-1 through J-140

Appendices, see CD/fbo.gov

Plans, see CD/fbo.gov

Reports, see CD/fbo.gov

Permits, see CD/fbo.gov

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 1000 calendar days and complete it within ________________ ________________ calendar days after receiving

CONTINUATION SHEET, BLOCK 11

11/05/2015

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Office 21400 Ridgetop Circle Sterling, VA 20166-6511

Federal Highway Administration Eastern Federal Lands Highway Division A/P Branch, AMZ-150 P.O. Box 25710 or E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

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Shirley.Anderson

CONTINUATION OF SF 1442

Block 2:

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

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. Appendices

4. Reports

5. Permits

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@dot.gov. Interested parties must provide the Solicitation Number and the relevant project name with all requests and questions.

∗Block 11:

If Schedule A (Base Contract), Schedule B (Government Option 1), and Schedule C (Government Option 2) are awarded at the same time:

The total calendar days bid to complete all contract work must be greater than or equal to ( > ) 695 and less than or equal to ( < ) 1,000.

If Schedules A, B, and C are NOT awarded at the same time, the performance period for the completion of each schedule of work is as follows:

Schedule A is the calendar days bid on Line (4) of the Bid Summary.

Schedule B is 130 calendar days.

Schedule C will be conducted at the same time as Schedule A.

http://www.nps.gov/npsigns mailto:eflhd.contracts@dot.gov

The completion time for the contract will be the time offered by the successful bidder, not to exceed the maximum time above. Work restrictions can be found in SCR Sections 108 and 156, 555, 562, & 563. Contract Award/NTP is subject to receipt of the District of Columbia Department of Transportation’s (DDOT) Public Space Occupancy permit. Contract Award/NTP is subject to execution of utility agreement with DDOT.

Not…