Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

N4008524R2503 DESIGN-BID-BUILD, P1044, PIER 31 EXTENSION NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT

POC: Kristy Gerrek, kristy.l.gerrek.civ@us.navy.mil

Please see continuation pages.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 24

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

16C. DATE SIGNED

BY 10-Jul-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N4008524R2503

X 9B. DATED (SEE ITEM 11)

06-Jun-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 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 ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Jul-2024

CODE

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008524R2503

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0002

This amendment is issued to incorporate the following:

1. Provide Continuation Sheet for Contract Drawings

2. Provide updated Wage Determination

3. Provide responses to Pre-proposal Inquiries

4. Provide Pier P1044-Amend 0002- Amended Drawings (attached separately)

5. Provide Revised Attachment H - Price Proposal Form (attached separately)

1. Continuation Sheet

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 01 July 2024:

On NAVFAC Dwg. No. 12887935

CHANGE G-102 GENERAL ARRANGEMENT PLANS as follows:

Size of jib cranes updated to clarify length modifications.

On NAVFAC Dwg. No. 12887958

CHANGE CN-102 RELOCATION FLOATING SECURITY BARRIER PLAN as follows:

Bid option 4 Anchor locations added at the north end of the floating security barrier.

On NAVFAC Dwg. No. 12887959

CHANGE CN-103 OVERALL DREDGING SITE PLAN as follows:

Dredge quantities updated.

On NAVFAC Dwg. No. 12887981

CHANGE C-103 SITE PLAN – CRANE WEIGHT HANDLING AREA (BID Option 4) as follows:

Call out and reference to floating barrier location plan added.

On NAVFAC Dwg. No. 12887988

CHANGE C-503 EROSION CONTROL NOTES & DETAILS as follows:

Note 14 added.

On NAVFAC Dwg. No. 12887994

CHANGE S-002 STRUCTURAL GENERAL NOTES – SHEET 1 OF 2 as follows:

Structural foundation notes updated.

On NAVFAC Dwg. No. 12887995

CHANGE S-003 STRUCTURAL GENERAL NOTES – SHEET 2 OF 2 as follows:

Structural foundation notes updated.

On NAVFAC Dwg. No. 12887996

CHANGE S-004 STRUCTURAL DESIGN PARAMETERS & LOADS as follows:

Design live load parameters updated.

On NAVFAC Dwg. No. 12887995

CHANGE SD001 STRUCTURAL DEMOLITION NOTES as follows:

Demolition general note 5 added.

On NAVFAC Dwg. No. 12887997

CHANGE SD102 PIER 10 DEMOLITION PLAN (BID OPTION1) as follows:

Note 6 added.

On NAVFAC Dwg. No. 12887998

CHANGE SD103 PIER 17 STUB DEMOLTION (BID OPTION 2) as follows:

Note 3 added.

On NAVFAC Dwg. No. 12887999

CHANGE SD104 CRANE WEIGHT TEST AREA QUAYWALL DEMOLITION PLAN (BID OPTION 4) as follows:

On NAVFAC Dwg. No. 12888002

CHANGE SD105 GENERAL DEMOLITION DECK PLAN as follows:

Note 2 added.

On NAVFAC Dwg. No. 12888003

CHANGE SD106 DECK DEMOLITION PLAN - LANDSIDE as follows:

On NAVFAC Dwg. No. 12888004

CHANGE SD107 DECK DEMOLITION PLAN – SHEET 1 OF 3 as follows:

On NAVFAC Dwg. No. 12888005

CHANGE SD108 DECK DEMOLITION PLAN – SHEET 2 OF 3 as follows:

On NAVFAC Dwg. No. 12888006

CHANGE SD109 DECK DEMOLITION PLAN – SHEET 3 OF 3 as follows:

On NAVFAC Dwg. No. 12888007

CHANGE SD110 FRAMING PLAN DEMOLITION PLAN - LANDSIDE as follows:

On NAVFAC Dwg. No. 12888008

CHANGE SD111 FRAMING DEMOLITION PLAN – SHEET 1 OF 3 as follows:

On NAVFAC Dwg. No. 12888009

CHANGE SD112 FRAMING DEMOLITION PLAN – SHEET 2 OF 3 as follows:

On NAVFAC Dwg. No. 12888010

CHANGE SD113 FRAMING DEMOLITION PLAN – SHEET 3 OF 3 as follows:

On NAVFAC Dwg. No. 12888011

CHANGE SD301 PIER 10 DEMOLITION SECTIONS (BID OPTION 1) as follows:

Notes 2,3, and 4 added.

On NAVFAC Dwg. No. 12888012

CHANGE SD302 PIER 17 DEMOLITION SECTION (BID OPTION 2) as follows:

Notes 2,3, and 4 added.

On NAVFAC Dwg. No. 12888013

CHANGE SD303 CRANE WEIGHT TEST AREA QUAYWALL DEMOLITION SECTION (BID OPTION

4) as follows:

Notes 1 added.

On NAVFAC Dwg. No. 12888014

CHANGE SD401 OUTBOARD SUBSTATION DEMOLITION PLANS & SECTIONS as follows:

Note 1 added and legend updated.

On NAVFAC Dwg. No. 12888015

CHANGE SD402 INBOARD SUBSTATION DEMOLITION PLANS & SECTIONS as follows:

On NAVFAC Dwg. No. 12888016

CHANGE SD501 STRUCTURAL DEMOLITION DETAILS – SHEET 1 OF 8 as follows:

Detail C2 depth of slab dimension provided.

On NAVFAC Dwg. No. 12888017

CHANGE SD502 STRUCTURAL DEMOLITION DETAILS – SHEET 2 OF 8 as follows:

Detail A1/A4/C1 depth of slab dimension provided.

Detail A1/A4/C1 existing shear reinforcement spacing updated.

On NAVFAC Dwg. No. 12888018

CHANGE SD503 STRUCTURAL DEMOLITION DETAILS – SHEET 3OF 8 as follows:

Detail C3 existing shear reinforcement spacing updated.

On NAVFAC Dwg. No. 12888019

CHANGE SD504 STRUCTURAL DEMOLITION DETAILS – SHEET 4 OF 8 as follows:

Detail A2/C2 existing shear reinforcement spacing updated.

On NAVFAC Dwg. No. 12888020

CHANGE SD505 STRUCTURAL DEMOLITION DETAILS – SHEET 5 OF 8 as follows:

Note 4 added and legend updated.

Detail B2/C2 depth of slab dimension provided.

On NAVFAC Dwg. No. 12888021

CHANGE SD506 STRUCTURAL DEMOLITION DETAILS – SHEET 6 OF 8 as follows:

Note 5 added and legend updated.

Detail B3/C3 depth of slab dimension provided.

On NAVFAC Dwg. No. 12888022

CHANGE SD507 STRUCTURAL DEMOLITION DETAILS – SHEET 7 OF 8 as follows:

Note 4 added.

Detail A1/B1 depth of slab dimension provided.

On NAVFAC Dwg. No. 12888024

CHANGE SD509 POWER CABLE JIB CRANE DEMOLTION DETAILS as follows:

Note 5 added.

On NAVFAC Dwg. No. 12888031

CHANGE S-101 GENERAL DECK PLAN as follows:

Note 14 updated to clarify camel scope of work.

On NAVFAC Dwg. No. 12888042

CHANGE S-112 DECK DRAINAGE PLAN as follows:

Scuppers added to curb on south side of pier.

On NAVFAC Dwg. No. 12888054

CHANGE S-302 PIER SECTIONS – SHEET 2 OF 6 as follows:

Note added in section A1 to clarify work to be performed at fire protection penetration in pile cap.

On NAVFAC Dwg. No. 12888058

CHANGE S-306 PIER SECTIONS – SHEET 6 OF 6 as follows:

Conduit type at expansion joint updated in details A3/C3.

On NAVFAC Dwg. No. 12888063

CHANGE S-405 PIER 10 FENDER SYSTEM (BID OPTION 1) as follows:

Detail B3 removed.

On NAVFAC Dwg. No. 12888064

CHANGE S-406 PIER 17 STUB FENDER SYSTEM (BID OPTION 2) as follows:

Note in section C3 updated.

On NAVFAC Dwg. No. 12888067

CHANGE S-503 CONCRETE DETAILS – SHEET 2 OF 10 as follows:

Call out added in detail C1 to clarify splice requirements.

On NAVFAC Dwg. No. 12888068

CHANGE S-504 CONCRETE DETAILS – SHEET 3 OF 10 as follows:

Construction joint call out added to detail C1.

On NAVFAC Dwg. No. 12888069

CHANGE S-505 CONCRETE DETAILS – SHEET 4 OF 10 as follows:

Reinforcement call outs updated in detail A4.

Cover requirements updated in details A1/A4/C1/C2 Note 1 added.

On NAVFAC Dwg. No. 12888070

CHANGE S-506 CONCRETE DETAILS – SHEET 5 OF 10 as follows:

Cover requirements updated in details D1/D2.

Note 7 added.

On NAVFAC Dwg. No. 12888071

CHANGE S-507 CONCRETE DETAILS – SHEET 6 OF 10 as follows:

Cover requirements updated in details A3/D2.

On NAVFAC Dwg. No. 12888072

CHANGE S-508 CONCRETE DETAILS – SHEET 7 OF 10 as follows:

Cover requirements updated in details A2/A4/C1/B4.

Note 1 added.

On NAVFAC Dwg. No. 12888073

CHANGE S-509 CONCRETE DETAILS – SHEET 8 OF 10 as follows:

Cover requirements updated in details A1/A3/B3/C1/C3.

On NAVFAC Dwg. No. 12888076

CHANGE S-512 MANHOLE DETAILS as follows:

Sheet references updated in A1/C4.

On NAVFAC Dwg. No. 12888078

CHANGE S-514 BOLLARD FOUNDATION DETAILS as follows:

Sheet references updated in A1/A3.

Section reference cuts added to C1/C3.

On NAVFAC Dwg. No. 12888084

CHANGE S-520 FENDER DETAILS as follows:

Detail A1 bolt spacing called out.

Section B5/C3, call out for material type for wales and chocks updated.

On NAVFAC Dwg. No. 12888086

CHANGE S-522 CAMEL DETAILS – SHEET 2 OF 5 as follows:

Sheet reference updated in A2/A4/C2/C4.

Section callouts updated in C4.

On NAVFAC Dwg. No. 12888099

CHANGE S-535 CRANE WEIGHT TEST AREA PLAN (BID OPTION 4) as follows:

Sheet reference updated.

Drilled shaft size updated to 36” from 39”.

Legend and plan updated to removed pda test drilled shafts.

On NAVFAC Dwg. No. 12888100

CHANGE S-536 CRANE WEIGHT TEST AREA QUAYWALL SECTION (BID OPTION 4) as follows:

Note 3 added.

Sheet reference updated in A1/C4.

Rock socket dimensions revised in A1.

Deck elevation and fender offset dimension updated in C4.

On NAVFAC Dwg. No. 12888101

CHANGE S-537 CRANE WEIGHT TEST AREA PILE DETAILS (BID OPTION 4) as follows:

Note 1 added for cathodic protection system Drilled shaft size updated to 36” from 39”.

Sheet reference updated in A3.

On NAVFAC Dwg. No. 12888102

CHANGE S-538 CRANE WEIGHT TEST AREA DETAILS – SHEET 1 OF 2 (BID OPTION 4) as follows:

Note updated in detail B4.

Anchor bolt call out updated in section C3

On NAVFAC Dwg. No. 12888103

CHANGE S-539 CRANE WEIGHT TEST AREA DETAILS – SHEET 2 OF 2 (BID OPTION 4) as follows:

Section A 1 removed.

Sheet reference updated in A3/A4/B3/B4/C3.

Shear reinforcement updated in detail C3

On NAVFAC Dwg. No. 12888106

CHANGE M-101 MECHANICAL INSTALLATION PLAN as follows:

Note 7 updated.

On NAVFAC Dwg. No. 12888106

CHANGE M-401 MECHANICAL COMPRESSED AIR ENCLOSURE PART PLAN (BID OPTION 5) as follows:

Call out in section A2 updated.

On NAVFAC Dwg. No. 12888168

CHANGE F-501 FIRE PROTECTION DETAILS – SHEET 1 OF 3 as follows:

Call out for check valve to detail C3.

2. Updated Wage Determination

"General Decision Number: CT20240017 06/07/2024

Superseded General Decision Number: CT20230017

State: Connecticut

Construction Type: Heavy

County: New London County in Connecticut.

HEAVY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,|

| | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2024 1 02/09/2024 2 02/23/2024 3 04/12/2024 4 04/19/2024 5 05/03/2024 6 05/24/2024 7 06/07/2024

BRCT0001-011 01/01/2024

Rates Fringes

BRICKLAYER.......................$ 41.63 34.50

* CARP0326-004 05/06/2024

Rates Fringes

CARPENTER

CARPENTERS, PILEDRIVERS.....$ 39.54 28.68

DIVER TENDERS...............$ 39.54 28.68

DIVERS......................$ 48.00 28.68

CARP1121-006 01/01/2024

Rates Fringes

MILLWRIGHT.......................$ 40.56 28.87

* ELEC0035-011 06/01/2024

Bozrah, Colchester, Franklin, Griswold, Lebanon, Ledyard, Lisbon, Montville, North Stonington, Norwich, Preston, Salem, Sprague, Stonington and Voluntown

Rates Fringes

ELECTRICIAN......................$ 45.75 3%+33.97

* ELEC0090-003 06/01/2024

East Lyme, Groton, New London, Old Lyme, Waterford, plus the part of Ledyard wherein the property of the Submarine Base is located

Rates Fringes

ELECTRICIAN......................$ 44.60 3%+34.71

ENGI0478-001 04/07/2024

Rates Fringes

Power equipment operators:

GROUP 1...................$ 55.42 28.80

GROUP 2...................$ 55.03 28.80

GROUP 3...................$ 54.09 28.80

GROUP 4...................$ 48.97 28.80

GROUP 5...................$ 48.22 28.80

GROUP 6...................$ 47.83 28.80

GROUP 7...................$ 47.40 28.80

GROUP 8...................$ 46.90 28.80

GROUP 9...................$ 46.35 28.80

GROUP 10...................$ 43.77 28.80

GROUP 11...................$ 43.77 28.80

GROUP 12...................$ 43.69 28.80

GROUP 13...................$ 45.63 28.80

GROUP 14...................$ 42.97 28.80

GROUP 15...................$ 42.57 28.80

GROUP 16...................$ 41.52 28.80

GROUP 17...................$ 41.01 28.80

GROUP 18...................$ 40.19 28.80

GROUP 19...................$ 50.79 28.80

GROUP 20...................$ 50.40 28.80

GROUP 21...................$ 49.45 28.80

Hazardous waste premium $3.00 per hour over classified rate.

Crane with boom, including jib, 150 feet - $1.50 extra.

Crane with boom, including jib, 200 feet - $2.50 extra.

Crane with boom, including jib, 250 feet - $5.00 extra.

Crane with boom, including jib, 300 feet - $7.00 extra.

Crane with boom, including jib, 400 feet - $10.00 extra

1) Crane handling or erecting structural steel or stone, hoisting engineer(2 drums or over)

2) Cranes(100 ton rated capacity and over) Bauer Drill/Caisson

3) Cranes(under 100 ton rated capacity)

a. PAID HOLIDAYS: New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day, provided the employee works 3 days during the week in which the holiday falls, if scheduled, and if scheduled, the working day before and the working day after the holiday.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Crane handling or erecting structural steel or stone, hoisting engineer (2 drums or over)

GROUP 2: Cranes (100 ton capacity & over) Bauer Drill/Caisson

GROUP 3: Cranes (under 100 ton rated capacity)

GROUP 4: Trenching machines, lighter derrick, concrete finishing machine, CMI machine or similar, Koehring Loader (skooper).

GROUP 5: Specialty railroad equipment, asphalt spreader, asphalt reclaiming machine, line grider, concrete pumps, drills with self contained power units, boring machine, post hole digger, auger, pounder, well digger, milling machine (over 24' mandrel), side boom, combination hoe and loader, directional driller

GROUP 6: Front end loader (3 cu. yds. up to 7 cu. yards), bulldozer (Rough grade dozer) .

GROUP 7: Asphalt roller, concrete saws and cutters (ride on types), Vermeer concrete cutter, stump grinder, scraper, snooper, skidder, milling machine (24"" and under Mandrel).

GROUP 8: Mechanic, grease truck operator, hydoblaster, barrier mover, power stone spreader, welder, work boat under 26 ft. transfer machine.

GROUP 9: Front end loader (under 3 cubic yards), skid steer loader (regardless of attachments), bobcat or similar, forklift, power chipper, landscape equipment (including hydroseeder), Vacuum Exacavation Truck and Hydrovac Excavation Truck (27 HG pressure or greater).

GROUP 10: Vibratory hammer,ice machine, diesel & air, hammer, etc.

GROUP 11: Conveyor, earth roller, power pavement breaker (whiphammer), robot demolition equipment.

GROUP 12: Wellpoint operator.

GROUP 13: Portable asphalt plant operator, portable concrete plant operator, portable crusher plant operator, portable grout plant operator, portable water filtration plant operator.

GROUP 14: Compressor battery operator.

GROUP 15: Power Safety boat, Vacuum truck, Zim mixer, Sweeper; (Minimum for any job requiring a CDL license) .

GROUP 16: Elevator operator, tow motor operator (solid tire no rough terrain).

GROUP 17: Generator operator, compressor operator, pump operator,welding machine operator; Heater operator.

GROUP 18: Maintenance engineer.

GROUP 19: Front end loader(7 cubic yards or over); work boat 26 ft. and over.

GROUP 20: Excavator over 2 cubic yards; pile driver($3.00 premium when operator controls hammer).

GROUP 21: Excavator, gradall, master mechanic, hoisting engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power or operaing), rubber tire excavator (drott 1085 similar), grader operator, bulldozer finegrade (slopes shaping, laser or GPS, ect.)

ENGI0478-008 04/07/2024

Rates Fringes

POWER EQUIPMENT OPERATOR:

Asphalt Paver...............$ 48.22 28.80 Asphalt Roller..............$ 47.40 28.80 Asphalt Spreader............$ 48.22 28.80 Backhoe/Excavator 2 cubic yards and over..............$ 50.40 28.80 Backhoe/Excavator under 2 cubic yards.................$ 49.45 28.80 Bulldozer (Rough Grade Dozer)......................$ 47.83 28.80 Bulldozer Fine Grade(includes slopes, shaping, laser or gps)......$ 49.45 28.80 Crane handling or erecting structural steel or stone...$ 55.42 28.80 Cranes (100 ton capacity & over).......................$ 55.03 28.80 Cranes (under 100 ton rated capacity).............$ 54.09 28.80 Drills with self contained power units; Directional driller.....................$ 48.22 28.80 Earth Roller................$ 43.77 28.80 Forklift....................$ 46.35 28.80 Front End Loader (3 cubic yards up to 7 cubic yards)..$ 47.83 28.80 Front End Loader (7 cubic yards or over)..............$ 50.79 28.80 Front End Loader (under 3 cubic yards)................$ 46.35 28.80 Grader/Blade................$ 49.45 28.80 Maintenance Engineer/Oiler..$ 40.19 28.80 Mechanic....................$ 46.90 28.80 Rubber Tire Backhoe/Excavator...........$ 49.45 28.80

a. PAID HOLIDAYS: New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day, provided the employee works 3 days during the week in which the holiday falls, if scheduled, and if scheduled, the working day before and the working day after the holiday.

b. Crane with boom, including jib, 150 feet - $1.50 extra .

Crane with boom, including jib, 200 feet- $2.50 extra.

Crane with boom, including jib, 250 feet - $5.00 extra.

Crane with boom, including jib, 300 feet - $7.00 extra.

Crane with boom, including jib, 400 feet - $10.00 extra.

1) Crane handling or erecting structural steel or stone, hoisting engineer(2 drums or over)

2) Cranes(100 ton rated capacity and over) Bauer Drill/Caisson

3) Cranes(under 100 ton rated capacity)

* IRON0015-008 06/03/2024

Rates Fringes

IRONWORKER, REINFORCING AND

STRUCTURAL.......................$ 45.25 41.27

a. PAID HOLIDAY: Labor Day provided employee has been on the payroll for the 5 consecutive work days prior to Labor Day.

LABO0146-002 04/07/2024

Rates Fringes

Laborers: (TUNNEL

CONSTRUCTION)

CLEANING, CONCRETE AND

CAULKING TUNNEL:

Concrete Workers, Form Movers and Strippers.......$ 35.76 27.26 Form Erectors..............$ 36.09 27.26

ROCK SHAFT, CONCRETE,

LINING OF SAME AND TUNNEL

IN FREE AIR:

Brakemen, Trackmen, Tunnel Laborers, Shaft Laborers...................$ 35.76 27.26 Laborers Topside, Cage Tenders, Bellman...........$ 35.65 27.26 Miners.....................$ 36.73 27.26

SHIELD DRIVE AND LINER

PLATE TUNNELS IN FREE AIR:

Brakemen and Trackmen......$ 35.76 27.26 Miners, Motormen, Mucking Machine Operators, Nozzlemen, Grout Men, Shaft and Tunnel, Steel and Rodmen, Shield and Erector, Arm Operator, Cable Tenders..............$ 36.73 27.26

TUNNELS, CAISSON AND

CYLINDER WORK IN

COMPRESSED AIR:

Blaster....................$ 43.22 27.26 Brakemen, Trackmen, Groutman, Laborers, Outside Lock Tender, Gauge Tenders..............$ 43.02 27.26 Change House Attendants, Powder Watchmen, Top on Iron Bolt..................$ 41.04 27.26 Mucking Machine Operator...$ 43.81 27.26

a. PAID HOLIDAYS: On tunnel work only: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day.

No employee shall be eligible for holiday pay when he fails, without cause, to work the regular work day preceding the holiday or the regular work day following the holiday.

LABO0146-005 04/07/2024

Rates Fringes

LABORERS

GROUP 1.....................$ 34.50 27.26

GROUP 2.....................$ 34.75 27.26

GROUP 3.....................$ 35.00 27.26

GROUP 4.....................$ 37.50 27.26

GROUP 5.....................$ 36.25 27.26

GROUP 6.....................$ 36.50 27.26

GROUP 7.....................$ 20.70 27.26

GROUP 8.....................$ 35.50 27.26

GROUP 9.....................$ 37.50 27.26

LABORERS CLASSIFICATIONS

GROUP 1: Laborers (Unskilled), concrete specialist

GROUP 2: Chain saw operators, fence and guard rail erectors, pneumatic tool operators and powdermen.

GROUP 3: Pipelayers, Jackhammer/Pavement breaker (handheld), mason tenders/catch basin builders, asphalt rakers, air track operators, block paver and curb setter

GROUP 4: Asbestos/lead removal

GROUP 5: Blasters

GROUP 6: Toxic waste remover

GROUP 7: Traffic control signalman

GROUP 8: Acetylene burner (Hours worked with a torch)

GROUP 9: Toxic Waste Removers A or B With PPE

(On a site designated as a SuperFund Site by the U.S. Army Corps of Engineers and is deemed a HAZ-MAT site, and applies to employees required to wear OSHA leval A or B even if the PPE is not worn.)

PAIN0011-013 06/01/2021

Rates Fringes

PAINTER

Brush and Roller............$ 36.42 22.90 Spray Only..................$ 39.42 22.90

Steel Only..................$ 38.42 22.90

TEAM0064-001 04/07/2024

Rates Fringes

Truck drivers:

2 Axle Ready Mix............$ 33.27 32.36 2 Axle......................$ 33.16 32.36 3 Axle Ready Mix............$ 33.33 32.36 3 Axle......................$ 33.27 32.36 4 Axle Ready Mix............$ 33.44 32.36 4 Axle......................$ 33.39 32.36 Heavy Duty Trailer 40 tons and over....................$ 35.66 32.36 Heavy Duty Trailer up to 40 tons.....................$ 34.39 32.36 Snorkle Truck...............$ 33.54 32.36 Specialized (Earth moving equipment other than conventional type on-the-road trucks and semi-trailers, including Euclids)....................$ 33.44 32.36

Hazardous waste removal work receives additional $1.25 per hour.

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and Good Friday, provided the employee has at least 31 calendar days of service and works the last scheduled day before and the first scheduled day after the holiday, unless excused.

SUCT2002-012 12/16/2008

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 25.52 8.49

TRUCK DRIVER: 3 Axle & Semi

- Truck..........................$ 19.93 7.01

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

State Adopted Rate Identifiers

Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R �1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

3. Pre- proposal Inquiries

PPI # Page Section Paragraph Question Responses

Drawings:

S-539, S-536, S-537

We request clarification on Drawings S-539 drill shaft dimensions. Rock Socket Diameter and Length differs from what is on drawings S-536 and S-537.

The drilled shaft is 36" in diameter.

The rock socket is 2'-6" in diameter and 4'-9" long. The casing is embedded 6" into rock. See S-536 and S-537. Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings provided with Amendment 0002

Drawing:

CN103

Total Volumes of Dredge for Pier 31 Slips Plus Turning Basin do not match the quantity for CLIN 0001F, however quantity for dredging Pier 10 (Option1) does match CLIN 0004.

Please clarify the bid quantities for the dredging under the Base scope.

The CLIN quantities shall be used for bid. Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings provided with Amendment 0002

Drawing:

G-103 S-101

The Pier 31 General Arrangement Section Drawing G-103 contains a callout denoting "Composite Camel Furnished by Others, Installed by Contractor, Typ.". Drawing S-101, The camels shall be designed, furnished, and installed by the contractor. Per SD105 the existing camels shall be salvaged and returned to the Government note 14 says "Provide Camels, typ.".

Please confirm that our bid price is to include the cost to furnish the camels & they are not being provided by the Owner nor are existing camels salvaged & reinstalled

C-002

General Demolition Note 4 states:

"Remove, collect, manage & dispose of Residual Diesel Oil, sanitary sewerage, water and solids found within utility systems that are identified for removal." Since the quantity and types of material are not quantifiable, please provide an allowance item to cover costs of removal and disposal of these items.

The CLIN schedule is updated to include allowances for diesel fuel. Any sewage and solids may be disposed of as regular construction debris. Please see Revised Attachment H - Price Proposal Form provided with Amendment 0002.

C-103

There is a note on Drawing C-103 that says to See S-121 regarding the location of the relocated Security Boom Anchor Block at the Crane Weight Test Area. Drawing S-121 does not seem to have anything do to this this area. Is there another drawing that should be referenced?

Reference should be CN102. Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings provided with Amendment 0002.

General

RFP Document Appendix C - Environmental Permits document is Blank. Does NAVFAC intend to provide the actual permits prior to the Bid Due Date?

The Government will provide all permits prior to construction.

S-535

The legend on the bottom of Drawing S-535 indicates PDA Testing for each of the 6 drilled shafts in the crane weight test Area, which is not required by the specifications, nor is it practical. Please confirm that PDA testing on each of the 6 Drilled shafts is not required

A PDA test is not required for the drilled shafts. See S-535. Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings provided with Amendment 0002.

S-112

The Deck drainage Plan on Drawing S-112 indicates 2" High and 6" long Scuppers at 6' Spacing as indicated through the new CIP Curb. However, the scuppers as drawn do not appear to be continuously spaced at 6' centers between Bents 27 & 19.

Please confirm Scuppers are required between bents 27 & 19 for proper deck drainage

Sheet S-112 is revised to indicate placement of scuppers between Bents 19 thru 27. Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings provided with Amendment 0002.

Drawings:

G-102

SD105

Drawing G-102 visually appears that only 2 of the 4 existing JIBs gets extended. Drawing SD105only notes extending/modifying the Jib crane on one set. Please confirm that all 4 jib cranes are the be salvaged and re-installed but only 2 of them require modification/Extension.

Sheet G-102 is revised to indicate all 4 existing jib cranes will need to be extended as called out from SD105.

Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings provided with Amendment 0002.

Plan S-003 NA NA

Bird spikes mentioned, but there is no specification. Can Bid-X Stainless Steel Bird Spike be approved and used? Yes.

01 31 23.13

1.5

DFARS 252.204-7008 - Compliance with Safeguarding Covered Defense Information Controls, 252.204-7012

– Safeguarding Covered Defense Information and Cyber Incident Reporting, and 252.204-7020 NIST SP 800-171 DoD Assessment Requirements, as well as other clauses are incorporated by reference pertaining to Covered Defense information, are included in the solidification, however, the documents do not appear to have any CUI or other covered defense identification. 01 31 23.13.20 - 1.5 notes the project is Unclassified and to refer to the Original Classification Authority (OCA). This OCA was not provided, while the specification 01 31 23.13 20 notes the Design and Specification are only Unclassified, it notes other items such as Schedules are CUI.

Please confirm that none of the documents in the solicitation have been, or will be in the future determined by the Government to be "Covered Defense information" or Control Unclassified Information (CUI) as defined by DFARS 252.204-7012. This is critical to determine how the information can be disseminated to vendors and subcontractors. A quick response is requested to prevent any delay in pricing efforts.

There is no CUI classification for the documents, but specification, Division 01, states the contractor CANNOT share these drawings or specifications with anyone else outside their company unless it is for Sub-Contractors who are bidding on this job. The same rule also limits what the subcontractors use and distribution of the documents.

M-101

The limits for Bid Option 5 vs. base bid pricing is unclear in regards to the compressed air system. Please confirm that all landside and Pier 31 work associated the new Compressed air enclosure and associated existing system demolition and new system installation of the compressed air piping runs are to be included with Bid Option 5? This includes all work associated with removal and capping of the existing 2" Compressed air lines as well as installation of the new 3" compressed air line including tees Confirmed.

into existing 2" CA lines that are to be installed within the existing Utility trench on Pier 31. This would also include all work associated with demolition and re-installation of bituminous concrete pavement on the landside portion of Pier 31.

Attachment

H:

0001C

Is the quantity of payment for item 0001C Polymeric Fender Piles include both the total length of the polymeric pile and H-pile stinger combined?

Polymeric Fender piles are noted as item 0001E and include the H Pile Extensions.

Attachment H:

We request a Measurement and Payment section be provided describing how the items will be measured and paid for items that have a quantity other than 1 Lump Sum.

The project is lump sum. CLIN items with quantities will be paid for using the unit bid price and the actual quantities proposed.

Solicitation

00 21 00 3.(i).8

The referenced section states that the Offeror shall submit a signed Project Labor Agreement with their Price Proposal submission. Please confirm if it is to be signed only by the Offeror, the Union(s), or both.

Project Labor Agreement shall be signed by both the Offeror and the Union(s).

CD103

C-102

Drawings N/A

On the referenced drawings, please confirm if the bituminous concrete replacement in the vicinity of the Option 5 Air Enclosure area is to be replaced in the Base Bid or only included in the Option 5 pricing.

Bit concrete pavement around the air enclosure shall only be provided if option 5 is exercised. See C-102 for limits

S-513 Drawings N/A

Please confirm the location of the inboard guard booth, as shown on S- 513 as being supplied by the government and installed by the contractor.

There is not an inboard guard house in the project. The detail shall be deleted.

The only guard house is a new one located on the end of the pier extension.

S-405 S-406 S-536

Drawings N/A

Please confirm if tip elevation of -121 should be used for the fender piling for the optional fender work at Pier 10, Pier 17, and the Crane Weight Area, if not, please provide elevation to be used.

Per the amended drawings (B4 on S- 538), drive fender piles to seat H-pile extension into rock to provide vertical and horizontal stability without damaging piles. Please see Amendment 0002 Continuation Sheet and Pier P1044- Amend 0002 - Amended Drawings.

Drawings:

S-502 to S-

The concrete elements on drawings S-502 to S-509 indicate cast-in-place concrete for the various concrete elements. Would the Navy consider the use of permanently installed supporting systems suitable for a harsh marine environment to construct the cast-in-place concrete elements?

Depending on the nature, the use of precast elements may be considered after award and can be presented as a value engineering proposal. The alternate method may not be deemed advantages to the Government and may not be allowed.

Drawings:

S-526

Note: 5

On the Brow Plan & Section drawing (S-526), the first sentence of note 5 says: Existing items to be reused are based on the pier 31 record drawings (see appendix G). This set of drawings does not seem to have any information on the brows. Please provide reference drawings showing the existing brow items to be reused. Please reference Appendix A.

During the Site Tour on 6/27/24, Pier 31 and Pier 10 were both active with facility activities. Please advise if the contractor will be provided with free and clear access of Pier 31 (i.e.

terminate all utilities) from mobilization through beneficial use or if the contractor needs to anticipate coordination of concurrent use by others during construction.

Piers 31 and 10 will not be active during construction. See specification section 01 14 00 Work Restrictions for coordination required with the existing piers and facilities

Drawing E-

Please confirm that the only cathodic protection work in our scope is bents 25 to 28 and that all the anodes shown on drawing E-107 in bents 24 through 1 are existing and there is no work in those areas related to cathodic protection. Confirmed.

28 31 60 1.6

There is no conduit or locations shown for Cascon stations or low temperature alarm. If Cascon stations or low temperature alarms are required, will the slab be cut for the installation of conduits? Regarding Kingfisher Panel, how many zones are required?

Please see the Fire Alarm dwgs for the locations of the Cascon stations, low temperature alarms, and the King Fisher zones.

General

Will all existing transformers in the switchgear have to be tested

Yes.

General

Is power required to the relocated guard shack? There is none shown.

A relocated guard shack is not part of the project. All references to "relocated" throughout the electrical drawings are intended to mean a new guard house in a new location from the current existing guard house which is to be demolished. Power for new guard house located at the end of the new addition is located on the electrical dwgs.

General

Are all feeders to the existing utility stations to be replaced? Please clarify.

Regadring medium voltage feeders, only Feeders 5, 6, 9, and 10 are to be replaced per drawing ED101. On the 480V side all existing power circuits to hotel and test receptacle stations shall be replaced. Utility outlet station circuits shall be pulled back, coiled, spliced and extended as shown on the plans.

35 20 23 9

Dredging specifications call for multibeam sonar survey. Will Phase Differencing Bathymetric Sonar (PDBS) systems suffice for this requirement? We may consider use of an Edgetech 6205s.”

For bidding purposes use the specified sonar. After award the contractor may propose an alternate method through the value engineering process. The alternate method may not be deemed advantages to the Government and may not be allowed.

Solicitation Document, 4.3

With the Bid due Date postponement to August 22nd in Amendment 1, please confirm the PPI due date shifts to 14 days before August 22nd, in other words, PPIs are now due August 8th. Confirmed.

4. Pier P1044-Amend 0002- Amended Drawings is provided with this Amendment (attached separately).

5. Revised Attachment H - Price Proposal Form is provided with this Amendment (attached separately).

(End of Summary of Changes)