Amendment 0002 - PA ST Keystone.pdf

(x)

693C7320B000011 x x

1 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

693C73

STERLING VA 20166-6511

21400 Ridgetop Circle

FHWA EASTERN FED LANDS DIVISION

Federal Highway Administration

693C73

STERLING VA 20166-6511

21400 RIDGETOP CIRCLE

FHWA EASTERN FED LANDS DIVISION

Federal Highway Administration

See Block 1404/09/20200002

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

03/16/2020

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 PA ST Keystone

The purpose of this Amendment is to:

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

a) Revise Section 401.03(a) to remove limitation on RAP.

2) Revise the Solicitation B pages.

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

The Bid Opening date of April 14, 2020, at 2:00 p.m. EST remains unchanged.

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 .

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002 Project PA ST Keystone Mike Wood Boulevard

Solicitation: 693C73-20-B-000011

The purpose of this Amendment is to:

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

a) Revise Section 401.03(a) to remove limitation on RAP.

2) Revise the Solicitation B pages.

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

The Bid Opening date of April 14, 2020, at 2:00 p.m. EST remains unchanged.

Special Contract Requirements (J Pages) changes

1. Delete the first Subsection 401.03(a) of the Special Contract Requirement, page J-12, “RAP. Do not use RAP.”

Solicitation B Pages changes

Delete the Solicitation Bid Schedule pages B-0 thru B-5, and substitute the amended Bid Schedule pages B-0 thru B-5.

a) Delete Pay item 15705-1300 Soil Erosion Control, Temporary Diversion Channel and add pay item 15702-1000 Soil Erosion Control, Temporary Diversion Channel to change the unit of measurement.

B - 0

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:PA ST KEYSTONE

Project Name:Mike Wood Boulevard

Chris.Burnell Typewritten Text

B - 1

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,000 LNFT $____________ $____________

A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM

55 EACH $____________ $____________

A0220 20104-0000 CLEARING

3.5 ACRE $____________ $____________

A0240 20201-0000 SELECTIVE CLEARING

1.5 ACRE $____________ $____________

A0260 20301-1200 REMOVAL OF HEADWALL

8 EACH $____________ $____________

A0280 20301-2400 REMOVAL OF SIGN

10 EACH $____________ $____________

A0300 20302-0900 REMOVAL OF FENCE, CHAIN LINK

10,000 LNFT $____________ $____________

A0320 20302-2100 REMOVAL OF PIPE CULVERT

1,050 LNFT $____________ $____________

A0340 20315-0000 SAWCUTTING PAVEMENT

300 LNFT $____________ $____________

A0360 20401-0000 ROADWAY EXCAVATION

18,000 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:PA ST KEYSTONE

Project Name:Mike Wood Boulevard

Chris.Burnell

B - 2

A0380 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

110 TON $____________ $____________

A0400 30101-4000 AGGREGATE BASE GRADING C OR D

18,000 TON $____________ $____________

A0440 31303-0000 AGGREGATE-TOPSOIL COURSE

980 CUYD $____________ $____________

A0460 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 76-22, TYPE III-B

PAVEMENT ROUGHNESS)

4,200 TON $____________ $____________

A0500 40101-1300 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 58-28)

9,800 TON $____________ $____________

A0560 41201-0000 TACK COAT

25 TON $____________ $____________

A0580 41301-0000 ASPHALT PAVEMENT MILLING

150 SQYD $____________ $____________

A0600 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A0620 60201-0500 15-INCH PIPE CULVERT

190 LNFT $____________ $____________

A0640 60201-0600 18-INCH PIPE CULVERT

105 LNFT $____________ $____________

A0660 60201-0800 24-INCH PIPE CULVERT

610 LNFT $____________ $____________

A0680 60201-1000 36-INCH PIPE CULVERT

50 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:PA ST KEYSTONE

Project Name:Mike Wood Boulevard

Chris.Burnell

B - 3

A0700 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

10 EACH $____________ $____________

A0720 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

6 EACH $____________ $____________

A0740 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

24 EACH $____________ $____________

A0760 60220-1800 8 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

45 LNFT $____________ $____________

A0780 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

42 LNFT $____________ $____________

A0800 60226-0000 END SECTION FOR REINFORCED CONCRETE BOX CULVERT (FOR 8 FEET

SPAN x 4 FEET RISE BOX CULVERT)

2 EACH $____________ $____________

A0820 60226-0000 END SECTION FOR REINFORCED CONCRETE BOX CULVERT (FOR 10 FEET

SPAN x 5 FEET RISE BOX CULVERT

2 EACH $____________ $____________

A0840 61701-4650 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B STEEL POSTS

200 LNFT $____________ $____________

A0860 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

6 EACH $____________ $____________

A0880 61901-2000 FENCE, CHAIN LINK, 72-INCH HEIGHT

200 LNFT $____________ $____________

A0900 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

6.5 ACRE $____________ $____________

A0920 62501-0000 TURF ESTABLISHMENT

9.6 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:PA ST KEYSTONE

Project Name:Mike Wood Boulevard

Chris.Burnell

B - 4

A0940 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

75 SQFT $____________ $____________

A0960 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

51,400 LNFT $____________ $____________

A0980 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

3,225 LNFT $____________ $____________

A1000 63405-3200 PAVEMENT MARKINGS, TYPE H, RAILROAD SYMBOL

2 EACH $____________ $____________

A1020 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1040 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION

ALL CTSM $___CTSM_____ $95,230.00

A1060 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1080 64803-0100 SYSTEM INSTALLATION, NATURAL GAS UTILITY COMPANY

COMPENSATION

ALL CTSM $___CTSM_____ $110,000.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:PA ST KEYSTONE

Project Name:Mike Wood Boulevard

Chris.Burnell

B - 5

BID SUMMARY

Project PA ST Keystone

(1) Schedule A (Base Contract) Bid Total (from Page B-4) = (1) $____________________

The performance period for the completion of Schedule A is 36 calendar days.

Chris.Burnell

Questions / Clarifications

The following questions and issues were submitted to EFLHD at eflhd.conracts@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. Are the two mixes described for this project allowed to be currently approved PennDOT

Job Mix Formulas (JMF)? If so, then the mixes must be considered Type I as shown in Section 403?

Response: Asphalt pavement requirements are specified in Section 401 of the Special Contract Requirements. Section 401.03 permits the contractor to submit an alternate state department of transportation asphalt concrete pavement mixture that has the same nominal maximum size aggregate, traffic level (design ESAL), asphalt binder grade as specified, and conforming to Table 401-1 for approval.

2. Is there a skid resistance requirement for the wearing course?

Response: Asphalt pavement requirements are shown in Section 401 of the Special Contract Requirements. Also, Subsection 703.07 of the FP-14 indicates “For the surface course, do not use aggregates known to polish or carbonate aggregates containing less than 25 percent by mass of insoluble residue when tested according to ASTM D3042.”

3. The documents state that the road cannot be closed and one lane of traffic must be open at all time. Referencing the Box Culverts, it shows a Temporary Diversion Channel is to be used. If we follow that as shown on Detail ET 157-5 how can we keep the road open? Are we permitted to use a Temporary Culvert Pipe?

Response: Yes, the use of temporary culvert pipe is permitted; refer to the Detail ET 157-5 Temporary Culvert Section B-B. One lane of traffic is to be maintain at all times.

4. How will the Tack Coat be quantified in tons?

Response: Refer to Special Contract Requirement Section 412 and the FP-14 Subsection 109.02(q).

5. There were no significant changes to the project. Why is the project being rebid?

Response: The first solicitation of the project was cancelled because of right-of-way issues that have been resolved.

file://fhfl15fileserve.flhd.fhwa.dot.gov/data/PROJECTS/_DAR/natr/1e10/Proj_Dev/Eng_Coord/3Advertisement/Amendments/Amendment%201/Final%20Documents/eflhd.conracts@dot.gov

6. When constructing the box culverts will the contractor be able to close the road and detour the traffic or does the construction have to be phased on half at a time?

Response: One lane of traffic must be maintained on Mike Wood Boulevard. Refer to Subsection 156.05(b) of the Special Contract Requirements.

7. Checking on areas to waste the excavated material generated from the earth moving operations, and was wondering if there might be an area on the U. S. Government property to spoil this material?

Response: The Contractor is responsible to remove excess material legally off the project in accordance to Subsections 204.14 and 203.05(a) of the FP-14.

8. When is the last day for questions?

Response: 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.