DTFH71-17-R-00014_-_Amendment_0004.pdf

(x)

DTFH7117R00014

x x

8 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

VI DPC 34(1)07/31/20170004

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

06/20/2017

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: VI DPC 34(1), Veterans Drive (Route 30)

See attached.

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 .

Amendment No. 0004

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0004 Project VI DPC 34(1)

Veterans Drive (Route 30) Solicitation: DTFH71-17-R-00014

The purpose of this Amendment is to:

2) Revise the Solicitation Bid Schedule (B Pages) to correct a pay item description.

3) Revise the Plans to update pay item descriptions.

4) Revise Section 204 of the Special Contract Requirements to add the measurement method for select borrow.

1) Provide a summary of responses to questions/clarifications submitted by potential bidders.

The RFP Proposal Package (both Technical and Price proposals) due date of August 4, 2017, at 2:00 p.m. will remain the same.

Questions/Clarifications

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

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.

The following questions and issues were submitted via email. 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. In response to Questions/Clarifications #1 issued in Amendment 1, please address the following concern regarding structural excavation beyond limits shown on Plan Sheet W-13 for construction of the modular gravity retaining wall system: Plan Sheet W-13 shows a maximum Temporary Excavation width of 10’ from the face of the retaining wall. At several stations, the depth of the excavation from the existing ground line to the bottom of a 12” minimum bedding stone leveling pad exceeds 10’. In evaluation of the soil conditions, surficial sands under the influence of current, wave action, longshore sediment movement and liquefaction, the natural angle of repose is expected to be greater than a 1V:1H and likely to be as much as 1V:3H or 1V:4H. If temporary sheet pile walls are not allowed for the construction of the permanent wall, the width of the excavation will exceed the maximum 10’ limit. If use of temporary sheet pile wall for the excavation of bedding stone and placement of the first few courses of block is prohibited, will the contractor be allowed to exceed the 10' maximum excavation limit so that excavation to the required depth can be achieved and construction personnel are working in a safe trench condition per OSHA regulations.

Response: Means and methods of construction are the responsibility of the Contractor.

The Contractor is required to maintain a safe work zone for their employees and Government inspectors, and must comply with state and Federal regulations. The maximum excavation limit in the seaside of the wall is 10 feet as shown in the plans. The slope of the ground up to the limits can vary depending on the field conditions. It is not mandatory to maintain the 1:1 slope as long as the minimum leveling pad width is achieved on this side of the wall

2. Pay Item 25710-2000 Granular Backfill (Wall Drainage Fill) and Item 25710-3000 Granular Backfill (Wall Leveling Pad) have bid quantities of 4200 CY and 3500 CY respectively.

Different precast block manufacturers have different backfill and leveling pad requirements due to the unique proprietary design.

a) Please clarify the pay limits and how the Contractor will be compensated for quantities varying from the bid quantities for the drainage fill and leveling pad.

Response: Measurement of the wall drainage fill and leveling pad will be made in accordance with Sections 109 and 257.

b) Please clarify the pay limits and how the Contractor will be compensated for quantities varying from the bid quantities for structural excavation to accommodate the any increases in drainage fill and leveling pad material requirements.

Response: Measurement of structural excavation will be made in accordance with Sections 109 and 208.

3. The bid quantity for structural excavation listed in the Schedule of Values and computed on Sheet C-07 correspond to the total excavated area shown in the Cross Section Plan sheets. The limits of payment per RFP SCR Subsection 208.13(a) exclude excavated material outside the vertical planes of the footings, foundations or leveling pads, which is significantly less than the plan quantity. Please clarify the limits of measurement and payment for this work.

Response: For bidding purposes, use the estimated quantities shown in the Schedule of Values and the amended B pages.

4. The description in Item 55201-0200 includes Bollards with a pay unit in cubic yards. Item 61904-0000 is for Bollard Posts and paid by the each. The details shown on Sheet T-18 and W- 15 show a light in each bollard. The lighting plans indicate that the light futures should be placed in every third bollard. Please clarify the following:

a) Please provide details and plan locations for the bollards paid in Item 55201-0200.

Response: This is a mistake in the pay item name for pay item 55201-0200. Pay item 55201-0200 will not be used to pay for the construciton of the bollards. Pay item description is being modified in this amendment to reflect this. All bollards will be paid under pay item 61904-0000.

Steel reinforcement for the bollards will be paid under pay item 55401-1000 Reinforcing Steel (Coping, Bollards, and Steps).

b) Please confirm that both illuminated and non-illuminated bollards along the retaining wall are paid under Item 61904-0000 and constructed per detail shown on Sheet W-15.

Response: Both illuminated and nonilluminated bollards will be paid under pay item 61904-0000 and are to be constructed as shown on plan sheets U-12, T-18, and W-15.

5. Per Specification Subsection 204.16(b), the measurement of select borrow is to be taken in its original position at the borrow source. Due to local resource availability, the select borrow will require processing to remove unsuitable and meet the gradation and specification requirements, which will require additional excavation to produce quantities needed for construction. In lieu of measuring the original position of the borrow source, will the Department consider payment for this material based on delivered tonnage using certified truck scales?

Response: Select borrow will be measured in its final position. A revision to the Subsection 204.16(b) measurement method has been included in this amendment.

6. Please confirm any adjustments to the coping due to the geometry of the wall will be measured and paid by the cubic yard.

Response: Yes.

7. The Subcontracting Plan required at bid submission makes all references to Small Business concerns having a federal designation. How is local DBE participation evaluated and accounted for in the Subcontracting Plan?

Response: Disadvantaged Business Enterprise (DBE) participation is a goal and shall be documented using the DBE Commitment form (A-585). However, DBE does not have a separate category in the required Small Business Subcontracting Plan form.

8. Based upon the response to Question 22 in Amendment 003, we are seeking additional clarification. Since uplift forces due to wave action must be considered in the wall analysis, can you please provide the anticipated uplift forces that must be accounted for?

Response: The method used in the Coastal Engineering Report should be followed for calculating all wave loads acting on the wall including the uplift force. As indicated on page 40 of the report, the method is based on The Coastal Engineering Manual, USACE (2002), Tables VI-5-53, 54 and 55. All Tables are provided in Appendix A of the same report.

Appendix A of the report also includes an example calculations to determine the modification factors, pressure coefficients, and levels of uncertainty.

9. Considering the Potential Design Impacts resulting from Addendum No.3 (preliminary designs performed by all bidders based on the RFP package), specifically due to Q&A No. 22 related to Uplift Forces Consideration, which up to now were not mentioned nor considered under the RFP documents “Structures Design Final Calculations” nor “Plan Section W”, which are both part of the RFP package; we would respectfully like to request an extension of the bid date of 14 calendar days.

Response: A time extension is not warranted for this situation. Uplift force due to wave action should be considered in the case of the wave crest where a horizontal wave force is also acting on the wall. This case should be considered according to Sheet W-2 of the plans. The method that should be used to determine horizontal wave and uplift forces due to wave action is explained in the Coastal Engineering Report (i.e., Equations VI-5-152 and VI-5-153). Appendix A of the report includes an example calculation to determine the modification factors, pressure coefficients, and levels of uncertainty necessary to determine the uplift force.

B Pages/SCR/Plans Sheet Changes

Solicitation B Pages Changes

Delete the Amendment No. 3 Solicitation B Pages Bid Schedule (pages B-1 through B-9) and Cost Proposal Summary (page B-10), and substitute the Amendment No. 4 B Pages, pages B-1 through B-10.

Changed description for pay item 55201-0200 Structural Concrete A(AE) (Coping and Steps).

Special Contract Requirement (J Pages) Changes

Add the following to Section 204 of the Special Contract Requirements, page J-58:

204.16(b). Add the following:

Measure select borrow by the cubic yard in place.

Plan Sheet Changes

Delete Plan Sheets C-01 and C-17, and substitute the amended Plan Sheets C-01 and C-17.

a) Sheet C-01 (Tabulation of Quantities) updated to revise pay item 55201-0200 description to 55201-0200 Structural Concrete A(AE) (Coping and Steps).

b) Sheet C-17 (Summary of Quantities Structures) updated to revise pay item 55201-0200 description to 55201-0200 Structural Concrete A(AE) (Coping and Steps).

B I D S C H E D U L EAMENDMENT

Schedule A

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15401-0000

Line A0060 ALL LPSM $

15501-0000

Line A0080 ALL LPSM $

15705-0100

Line A0100 2,345 LNFT $ $

15705-2000

Line A0120 5,275 LNFT $ $

15706-1300

Line A0140 23 EACH $ $

15706-1500

Line A0160 38 EACH $ $

20103-0000

Line A0180 2,325 SQYD $ $

20220-1000

Line A0200 2 EACH $ $

20301-1000

Line A0220 7 EACH $ $

20301-1200

Line A0240 11 EACH $ $

20301-1400

Line A0260 21 EACH $ $

20301-1500

Line A0280 19 EACH $ $

20301-2800

Line A0300 ALL LPSM $

20301-3100

Line A0320 4 EACH $ $

20302-0100

Line A0340 7 LNFT $ $

REMOVAL OF UTILITY POLE (SIGNAL POLE)

REMOVAL OF BOX CULVERT

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TURBIDITY BARRIER (FLOATING)

REMOVAL OF INLET

REMOVAL OF LIGHT POLE

REMOVAL OF STRUCTURES AND OBSTRUCTIONS (YATCH HAVEN GRANDE ENTRANCE)

SOIL EROSION CONTROL, INLET PROTECTION TYPE C

SOIL EROSION CONTROL, INLET PROTECTION TYPE E

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF FRAME AND GRATE (INLET TOP) (TEMPORARY)

REMOVAL OF HEADWALL

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

20302-0300

Line A0360 5,165 LNFT $ $

20302-2100

Line A0380 1,036 LNFT $ $

20303-1900

Line A0400 6,515 SQYD $ $

20303-2910

Line A0420 6,515 SQYD $ $

20303-3200

Line A0440 2,515 SQYD $ $

20303-3500

Line A0460 1,585 SQYD $ $

20304-5000

Line A0480 ALL LPSM $

20305-1000

Line A0500 3 CUYD $ $

20305-3000

Line A0520 1,235 CUYD $ $

20310-1000

Line A0540 10 EACH $ $

20315-0000

Line A0560 165 LNFT $ $

20401-0000

Line A0580 2,310 CUYD $ $

20410-0000

Line A0600 44,000 CUYD $ $

20420-0000

Line A0620 36,300 CUYD $ $

20420-1000

Line A0640 7,600 CUYD $ $

20701-0700

Line A0660 6,600 SQYD $ $

20801-0000

Line A0680 15,300 CUYD $ $

STRUCTURE EXCAVATION

SAWCUTTING PAVEMENT

ROADWAY EXCAVATION

SELECT BORROW

REMOVAL OF SIDEWALK, CONCRETE

REMOVAL OF STONE MASONRY (TOP OF CONCRETE RIPRAP)

REMOVAL OF BUILDING (EXIST. PUMP HOUSE)

REMOVAL OF CURB AND GUTTER, CONCRETE

EMBANKMENT CONSTRUCTION

EMBANKMENT CONSTRUCTION, SURCHARGE

EARTHWORK GEOTEXTILE, TYPE II-A (BETWEEN STONE BACKFILL AND EARTH)

REMOVAL OF PIPE CULVERT

REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

REMOVAL OF PAVEMENT, CONCRETE, 8-INCH DEPTH

REMOVAL OF CONCRETE (TRANSFORMER PEDESTAL)

REMOVAL OF BOULDER (RIPRAP)

PLUG, EXISTING PIPE

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

25101-0000

Line A0700 8 CUYD $ $

25703-1000

Line A0720 40,130 SQFT $ $

25710-2000

Line A0740 4,200 CUYD $ $

25710-3000

Line A0760 3,500 CUYD $ $

30102-2100

Line A0780 12,680 SQYD $ $

30106-0500

Line A0800 14,440 SQYD $ $

40201-0400

Line A0820 1,890 TON $ $

40201-1200

Line A0840 2,305 TON $ $

41102-0000

Line A0860 1,270 GAL $ $

41202-0000

Line A0880 825 GAL $ $

41301-0300

Line A0900 2,505 SQYD $ $

50101-0300

Line A0920 67 SQYD $ $

50101-1500

Line A0940 1,156 SQYD $ $

55201-0100

Line A0960 22 CUYD $ $

55201-0200

Line A0980 623 CUYD $ $

55201-0200

Line A1000 24 CUYD $ $

55401-1000

Line A1020 46,370 LB $ $

STRUCTURAL CONCRETE, CLASS A (AE) (COPING AND STEPS)

STRUCTURAL CONCRETE, CLASS A (AE) (SPECIAL HEADWALL)

REINFORCING STEEL (COPING, BOLLARDS AND STEPS)

PRIME COAT

TACK COAT

ASPHALT PAVEMENT MILLING, 1 1/4-INCH DEPTH

REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

REINFORCED RIGID PAVEMENT, 10-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

STRUCTURAL CONCRETE, CLASS A (CONC BOARDER)

GRANULAR BACKFILL (WALL DRAINAGE FILL)

GRANULAR BACKFILL (WALL LEVELING PAD)

AGGREGATE BASE GRADING C OR D, 8-INCH DEPTH

SUBBASE GRADING A, 12-INCH DEPTH

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A, GRADING B

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS C, GRADING D

PLACED RIPRAP

RETAINING WALL, CONCRETE BLOCK (PRECAST MODULAR BLOCK SEAWALL)

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

55401-1000

Line A1040 2,345 LB $ $

55401-1000

Line A1060 2,685 LB $ $

60101-0000

Line A1080 69 CUYD $ $

60102-0000

Line A1100 2 SQYD $ $

60201-0600

Line A1120 2,760 LNFT $ $

60201-0600

Line A1140 645 LNFT $ $

60201-0800

Line A1160 595 LNFT $ $

60201-0900

Line A1180 255 LNFT $ $

60201-0900

Line A1200 215 LNFT $ $

60220-0000

Line A1220 61 LNFT $ $

60401-0000

Line A1240 10 EACH $ $

60401-0000

Line A1260 4 EACH $ $

60401-0000

Line A1280 1 EACH $ $

60403-0000

Line A1300 3 EACH $ $

60403-0000

Line A1320 2 EACH $ $

60403-0000

Line A1340 3 EACH $ $

60403-0000

Line A1360 21 EACH $ $

INLET (CURB INLET) (P1) (<10-FOOT) (DOT)

INLET (CURB INLET) (P5) (<10-FOOT) (DOT)

PRECAST REINFORCED CONCRETE BOX CULVERT (6-FOOT SPAN X 2.8-FOOT RISE) (DOT)

MANHOLE (TYPE 8) (< 10-FOOT) (DOT)

MANHOLE (OIL/SUSPENDED SOLIDS SEPARATOR)(DOT)

MANHOLE, MANHOLE TOP

INLET (GUTTER INLET) (V) (<10-FOOT) (DOT)

INLET (DITCH BOTTOM) (DOT)

CONCRETE, 6-INCH REINFORCED TRANSFORMER PAD

18-INCH PIPE CULVERT (RCP)

18-INCH PIPE CULVERT (TEMPORARY)

24-INCH PIPE CULVERT (RCP)

30-INCH PIPE CULVERT (RCP)

30-INCH PIPE CULVERT (TEMPORARY)

REINFORCING STEEL (SPECIAL HEADWALL)

REINFORCING STEEL (CONC BOARDER)

CONCRETE, DUCT BANK

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

60403-0000

Line A1380 6 EACH $ $

60403-0000

Line A1400 12 EACH $ $

60405-0000

Line A1420 4 EACH $ $

60406-0000

Line A1440 1 EACH $ $

60409-1000

Line A1460 7 EACH $ $

60801-0400

Line A1480 31 SQYD $ $

60901-1700

Line A1500 3,748 LNFT $ $

60902-0600

Line A1520 220 LNFT $ $

60902-1000

Line A1540 4,890 LNFT $ $

61102-1950

Line A1560 1,450 LNFT $ $

61102-4450

Line A1580 410 LNFT $ $

61104-0200

Line A1600 2 EACH $ $

61104-0300

Line A1620 3 EACH $ $

61104-0400

Line A1640 5 EACH $ $

61105-0000

Line A1660 9 EACH $ $

61108-1000

Line A1680 6 EACH $ $

61108-3000

Line A1700 2 EACH $ $

ADJUST WATER METER

20-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

VALVE, AIR RELEASE

VALVE, BLOW-OFF FLUSHING VALVE

VALVE, GATE 20-INCH

VALVE BOX

ADJUST WATER VALVE

INLET TOP, CONCRETE (W/FRAME & GRATE) (TEMPORARY)

PAVED WATERWAY, TYPE 4 (CONCRETE DITCH)

CURB, CONCRETE, 18-INCH DEPTH (TYPE D)

CURB AND GUTTER, CONCRETE, 8-INCH DEPTH (VALLEY GUTTER)

CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE F)

2 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

INLET (CURB INLET) (P6) (<10-FOOT) (DOT)

INLET (TYPE F) (DOT) (TEMPORARY)

MANHOLE ADJUSTMENT

INLET ADJUSTMENT

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

61110-1000

Line A1720 ALL LPSM $

61114-1500

Line A1740 2 EACH $ $

61114-5000

Line A1760 2 EACH $ $

61501-0100

Line A1780 7,040 SQYD $ $

61501-0100

Line A1800 45 SQYD $ $

61501-1100

Line A1820 855 SQYD $ $

61506-1000

Line A1840 1,885 SQYD $ $

61506-2000

Line A1860 1,685 SQYD $ $

61901-0000

Line A1880 31 LNFT $ $

61901-0000

Line A1900 2,305 LNFT $ $

61901-1300

Line A1920 15 LNFT $ $

61904-0000

Line A1940 198 EACH $ $

62632-0000

Line A1960 ALL LPSM $

62640-0000

Line A1980 2 EACH $ $

62701-0000

Line A2000 3,310 SQYD $ $

63304-0900

Line A2020 129 SQFT $ $

63401-1500

Line A2040 6,400 LNFT $ $

BOLLARD POST (CONCRETE BOLLARDS 18-INCH X 18-INCH X 4-FEET H)

PLANTINGS

TREE GRATE

SOD (DITCH)

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

PAVEMENT MARKINGS, TYPE H, SOLID, 4-INCH (WHITE)

SIDEWALK, ASPHALT, TEMPORARY

PAVING, BRICK

PAVING, COBBLESTONE (EUROCOBBLE)

FENCE (ALUMINUM PICKET RAIL)

FENCE (BOLLARD CHAIN)

FENCE, CHAIN LINK, 18-INCH HEIGHT

IRRIGATION SYSTEM

WATER SYSTEM ACCESSORY, TIE-IN (2-INCH IRRIGATION SERVICE TAP)

WATER SYSTEM ACCESSORY, CURB STOP, 1-INCH (IRRIGATION SERVICE)

SIDEWALK, CONCRETE, 4-INCH DEPTH

SIDEWALK, CONCRETE, 6-INCH DEPTH

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

63401-1500

Line A2060 6,370 LNFT $ $

63401-1500

Line A2080 700 LNFT $ $

63401-1600

Line A2100 4,170 LNFT $ $

63401-1600

Line A2120 110 LNFT $ $

63405-0050

Line A2140 3 EACH $ $

63405-0050

Line A2160 1 EACH $ $

63405-2900

Line A2180 2 EACH $ $

63405-2900

Line A2200 1 EACH $ $

63405-2950

Line A2220 2 EACH $ $

63406-0000

Line A2240 80 EACH $ $

63406-0000

Line A2260 105 EACH $ $

63501-2000

Line A2280 ALL LPSM $

63502-0400

Line A2300 54 EACH $ $

63502-1700

Line A2320 201 EACH $ $

63502-1900

Line A2340 1 EACH $ $

63502-2000

Line A2360 2 EACH $ $

63502-2100

Line A2380 11 EACH $ $

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

PAVEMENT MARKINGS, TYPE H, TURN ARROW (RIGHT)

PAVEMENT MARKINGS, TYPE H, TURN ARROW (LEFT)

PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW (LANE MERGE)

RAISED PAVEMENT MARKER (Y/Y)

RAISED PAVEMENT MARKER (W/R)

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

PAVEMENT MARKINGS, TYPE H, SOLID, 4-INCH (YELLOW)

PAVEMENT MARKINGS, TYPE H, SOLID, 24-INCH (WHITE)

PAVEMENT MARKINGS, TYPE H, BROKEN, 10/30 SKIP 4-INCH (WHITE)

PAVEMENT MARKINGS, TYPE H, BROKEN, 2/4 SKIP 4-INCH (WHITE)

PAVEMENT MARKINGS, SYMBOLS, "BUS" AND "MERGE" WORD MESSAGE

PAVEMENT MARKINGS, SYMBOLS, "ONLY" WORD MESSAGE

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

63502-2900

Line A2400 9 EACH $ $

63502-3000

Line A2420 335 EACH $ $

63503-0400

Line A2440 5,050 LNFT $ $

63503-0500

Line A2460 5,195 LNFT $ $

63503-0700

Line A2480 13,730 LNFT $ $

63503-0700

Line A2500 16,050 LNFT $ $

63503-0700

Line A2520 585 LNFT $ $

63504-1000

Line A2540 151 SQFT $ $

63507-0400

Line A2560 100 HOUR $ $

63507-0500

Line A2580 200 HOUR $ $

63507-0600

Line A2600 48 HOUR $ $

63602-1000

Line A2620 ALL LPSM $

63602-2000

Line A2640 ALL LPSM $

63610-1600

Line A2660 90 LNFT $ $

63610-1900

Line A2680 535 LNFT $ $

63610-2800

Line A2700 500 LNFT $ $

63610-2900

Line A2720 40 LNFT $ $

CONDUIT, 2-INCH, PVC (SCHEDULE 80) (IRRIGATION SLEEVE)

CONDUIT, 2 1/2-INCH, PVC (SCHEDULE 80) (IRRIGATION SLEEVE)

CONDUIT, 4-INCH, PVC (SCHEDULE 40) (IN DUCT BANK) (UNDERGROUND)

CONDUIT, 4-INCH, RIGID GALVANIZED STEEL, POLE RISERS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SYSTEM INSTALLATION, TRAFFIC SIGNAL

SYSTEM INSTALLATION, LIGHTING

TEMPORARY TRAFFIC CONTROL, RAISED PAVEMENT MARKER

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, WHITE, SOLID, 4-INCH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, YELLOW SOLID, 4-INCH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, WHITE, SOLID, 24-INCH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS, AND LETTERS

75.00 7,500.00

14.90 2,980.00

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

63610-3200

Line A2740 2,985 LNFT $ $

63621-1000

Line A2760 1 EACH $ $

63621-2000

Line A2780 1 EACH $ $

63622-0000

Line A2800 616 LNFT $ $

63623-1000

Line A2820 3 EACH $ $

63623-2000

Line A2840 1 EACH $ $

63701-0000

Line A2860 1 EACH $ $

64501-0000

Line A2880 ALL LPSM $

64603-0100

Line A2900 5 EACH $ $

64603-0300

Line A2920 36 EACH $ $

64603-0800

Line A2940 3 EACH $ $

FIXTURE, TRASH RECEPTACLE (BIG BELLY SOLAR, INCLUDING BASE SLAB)

FIXTURE, BENCH (72-INCH, SERIES 145-60 BY DUMOR, WITH CONCRETE BASE)

FIXTURE, KIOSK (PLAQUE STONE MASONRY BASE)

UTILITY BOX, TELEPHONE PULLBOX

UTILITY TRENCH, DUCT BANK

MANHOLE, ELECTRICAL

MANHOLE, TELEPHONE

FIELD OFFICE

LOCATE UTILITIES

CONDUIT, 6-INCH, PVC (SCHEDULE 40) (IN DUCT BANK) (UNDERGROUND)

UTILITY BOX, PULLBOX (ELECTRICAL)

B - 10

COST PROPOSAL SUMMARY

Project VI DPC 34(1)

(1) Schedule A Bid Total (from Page B-9) = (1) $____________________

Contract Administrative Cost for Total Calendar Days Bid

Schedule A Contract Administrative Cost Input the number of calendar days necessary to complete all Schedule A work from Notice to Proceed (or date specified in the Notice to Proceed) to the completion of Schedule A.

The total calendar days bid to complete all contract work must be greater than or equal to ( > ) 675 and less than or equal to ( < ) 1,200.

(2) calendar days x $3,300 per calendar day = (2) $____________________

Total Price of Project (for evaluation purposes only)

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

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

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

Yes No