Amendment_00001_-_NP-BLRI_2H14.pdf

astern tandard Time

Amendment No. 00001

Amendment Info

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 00001 Project NP-BLRI 2H14

Blue Ridge Parkway Linn Cove Viaduct

Solicitation: 693C73-18-R-000003

The purpose of this Amendment is to:

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

a) Section 552 to add requirements for grouting precast lifting holes.

b) Section 725 to add requirements for epoxy compound material.

2) Revise the Plans to add requirements for grouting precast lifting holes and to correct riprap and bridge information.

3) Revise the Solicitation Bid Schedule (B Pages) to add a pay item for grouting precast lifting holes.

The RFP Proposal Package (both Technical and Price proposals) due date of January 9, 2018, at 2:00 p.m., will remain the same.

Solicitation B Pages Changes

Delete the Solicitation B Pages Bid Schedule (pages B-1 through B-3) and the Price Proposal Summary (page B4), and substitute the amended B Pages, pages B-1 through B-4.

1) Added pay item 55221-0000 Repair Concrete (Clean and Fill with Epoxy Grout all the Lifting Holes).

Plan Sheet Changes

Delete Plan Sheets C01, C07, R01, and R05, and substitute the amended Plan Sheets C01, C07, R01, and R05.

1) Sheets C01, R01, and R05 updated to add requirements for grouting precast lifting holes.

2) Sheet C07 updated to the correct location quantities for riprap and include locations for grouting precast lifting holes.

Amendment No. 0001

SCR Changes

Special Contract Requirements (J Pages) Changes

1. Add the following to Section 552 of the Special Contract Requirements, page J-18:

552.01. Add the following:

This work includes cleaning and filling precast lifting holes with grout.

552.02. Add the following:

Epoxy compounds 725.22

552.03(w). Add the following:

Furnish and install epoxy compound for filling the lifting holes of the precast segments according to the requirements of the Florida Department of Transportation, 2018 Edition of the Standard Specifications for Road and Bridge Construction, Section 926, found at:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm.

Obtain approval of the CO before incorporating epoxy compounds into the project.

552.13. Add the following:

(h) Epoxy compounds. Prepare and install epoxy compound to fill precast holes according to the requirements of the Florida Department of Transportation, 2018 Edition of the Standard Specifications for Road and Bridge Construction, Section 926, found at:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm.

552.20. Add the following:

Material for epoxy compounds will be evaluated under Subsections 106.04.

The cleaning and filling of precast lifting holes will be evaluated under Subsection 106.02.

2. Add the following to Section 725 of the Special Contract Requirements, page J-46:

Add the following after Subsection 725.21:

725.22 Epoxy Compounds. Furnish type H grout for filling the lifting holes of the precast segments conforming to the requirements of the Florida Department of Transportation, 2018 Edition of the Standard Specifications for Road and Bridge Construction, Section 926, found at:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm.

http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm

AMENDMENT 01 B I D S C H E D U L E

Schedule A B -1

Project No: NP-BLRI 2H14

Name: REPLACE WATERPROOFING MEMBRANE AND WEARING SURFACE OF LINN COVE VIADUCT

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 $

15705-1400

Line A0080 750 LNFT $ $

20302-1000

Line A0100 200 LNFT $ $

20303-1600

Line A0120 60 SQYD $ $

25101-0200

Line A0140 315 CUYD $ $

30302-1000

Line A0160 100 LNFT $ $

31301-0000

Line A0180 20 TON $ $

40101-0200

Line A0200 1,040 TON $ $

41301-0600

Line A0220 6,100 SQYD $ $

55220-0000

Line A0240 125 SQYD $ $

55221-0000

Line A0260 1 CUYD $ $

55223-0000

Line A0280 35 LNFT $ $

55225-0000

Line A0300 400 LNFT $ $

55225-0000

Line A0320 2,550 LNFT $ $

55235-0000

Line A0340 70 LNFT $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SOIL EROSION CONTROL, FIBER ROLL

REMOVAL OF FENCE, RAIL (WOOD)

REMOVAL OF PAVEMENT, ASPHALT

REPAIR CONCRETE (CLEAN AND FILL WITH EPOXY GROUT ALL THE LIFTING HOLES)

REPAIR CONCRETE (CURB)

CLEAN AND RESEAL JOINTS

PLACED RIPRAP, METHOD A, CLASS 2

DITCH RECONDITIONING

AGGREGATE-TOPSOIL COURSE

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL (PG 64-22, TYPE IV, PAVEMENT ROUGHNESS)

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH (MICRO MILLING)

REPAIR CONCRETE (DECK)

CLEAN AND RESEAL JOINTS (CUT JOINT)

EXPANSION JOINTS (REBUILD)

Amend 01

Schedule A B -2

Project No: NP-BLRI 2H14

Name: REPLACE WATERPROOFING MEMBRANE AND WEARING SURFACE OF LINN COVE VIADUCT

Item No. Quantity Unit Unit Price Amount

55501-0000

Line A0360 ALL LPSM $

55901-0000

Line A0380 5,000 SQYD $ $

56001-0000

Line A0400 5,000 SQYD $ $

56101-0000

Line A0420 500 LNFT $ $

60406-0000

Line A0440 1 EACH $ $

61401-0000

Line A0460 15 CUYD $ $

61901-1300

Line A0480 30 LNFT $ $

61901-1300

Line A0500 180 LNFT $ $

61901-1300

Line A0520 200 LNFT $ $

61902-2700

Line A0540 2 EACH $ $

62003-0000

Line A0560 ALL LPSM $

62027-0000

Line A0580 60 LNFT $ $

62401-0300

Line A0600 150 SQYD $ $

62502-0000

Line A0620 150 SQYD $ $

62901-0600

Line A0640 100 SQYD $ $

63401-0500

Line A0660 3,280 LNFT $ $

63501-2000

Line A0680 ALL LPSM $

63502-1300

Line A0700 40 EACH $ $

63502-1600

Line A0720 45 EACH $ $

TURF ESTABLISHMENT

ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

PAVEMENT MARKINGS, TYPE C, SOLID

MEMBRANE WATERPROOFING

REMOVAL OF CONCRETE BY HYDRODEMOLITION ( REMOVAL OF WATERPROOFING MEMBRANE)

STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR

FENCE, CHAIN LINK (8-FEET HIGH)

FENCE, CHAIN LINK (WOOD)

GATE, CHAIN LINK (8-FEET HIGH)

STONE MASONRY (REPAIR CURB STONE)

REMOVE AND RESET STONE MASONRY

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

INLET ADJUSTMENT

LEAN CONCRETE BACKFILL

FENCE, CHAIN LINK (6-FEET HIGH)

STRUCTURAL STEEL (TWO BOLTS, TWO NUTS, TWO CAPS, STEEL ANGLE IN PLACE)

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

Schedule A B -3

Project No: NP-BLRI 2H14

Name: REPLACE WATERPROOFING MEMBRANE AND WEARING SURFACE OF LINN COVE VIADUCT

Item No. Quantity Unit Unit Price Amount

63503-0300

Line A0740 110 LNFT $ $

63503-0400

Line A0760 40 LNFT $ $

63503-0900

Line A0780 160 LNFT $ $

63504-1000

Line A0800 1,270 SQFT $ $

63701-0000

Line A0820 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, SNOW FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

FIELD OFFICE

Schedule A Total:

Submitted by:

B - 4

PRICE PROPOSAL SUMMARY

Project NP-BLRI 2H14

(1) Schedule A Bid Total (from Page B-3) = (1) $____________________

The performance period for the completion of Schedule A is 120 calendar days.

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

Yes No

AMENDMENT 01