Amendment_0002-Arecibo_Repairs_to_Hurricane_Damaged_Buildings.pdf

1630DC-18-R-00029

X

X

5. PROJECT NO.

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NO.

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

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:

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

E. IMPORTANT:

is extended,

(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 AC- KNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 10-83)

is required to sign this document and return ___________ copies to the issuing office. is not, 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.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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. January 8, 2019 at 2:00 PM Eastern Time

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

D. OTHER

BY

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

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 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(No., street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(If applicable)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

(X)

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

1 15

0002 11/28/2018 4014

ETA OCM JOB CORPS bramso

U.S. Department of Labor ETA/OCM/Division of Job Corps Procurement 200 Constitution Avenue, NW Room N-4643 Washington DC 20210

10/23/2018

N/A

Project Title: Repairs to Hurricane Damaged Buildings at the Arecibo Job Corps Center Located in Garrochales, Puerto Rico

a. The purpose of this Amendment is as follows:

1) INCORPRATE Amendment #1 Construction Scope of Work – Repairs to Hurricane Damaged Buildings into the solicitation.

2) Attachment 1 - Recommended bid template.

3) Attachment 2 - Pre-Bid Attendance Sheet, dated November 8, 2018

4) Extend the deadline for questions to December 13, 2018.

5) Extend the deadline for proposals to January 8, 2019.

Maria J. Pizarro, CPCM CFCM Branch Chief, Contracting Officer

Division of Job Corps Procurement/ A/E & Construction Eastern Branch

11/26/2018

X Johannes Hoffman

COR

Division of Facilities and Asset Management Signed by: JOHANNES HOFFMAN

CONSTRUCTION SCOPE OF WORK

AMENDMENT NO. 1

FOR

REPAIRS TO HURRICANE DAMAGED BUILDINGS

AT THE

ARECIBO JOB CORPS CENTER

GARROCHALES, PR

U.S. DEPARTMENT OF LABOR

November, 2018 PROJECT NO. 4014

CONSTRUCTION SCOPE OF WORK

AMENDMENT NO. 1

CONSTRUCTION SCOPE OF WORK

REPAIRS TO HURRICANE DAMAGED BUILDINGS

ARECIBO JOB CORPS CENTER

GARROCHALES, PR

This Scope of Work Amendment is hereby made a part of the Scope of Work for the

“CONSTRUCTION SCOPE OF WORK FOR REPAIRS TO HURRICANE DAMAGED

BUILDINGS”.

IV. EXTENT OF WORK – Part 15 Building 34, Gymnasium Delete Section c) Electrical in its entirety.

IV. EXTENT OF WORK – Part 11 Building 21, Vacant Delete Part 11 in its entirety - Note: This building will be demolished instead, see Section IV – 2 below

IV. EXTENT OF WORK

Add the following to Section IV. EXTENT OF WORK of the Scope of Work:

1. Structure 8 - CTST Storage:

a) Structure 8, constructed in 1968, is an open concrete masonry unit (CMU) structure with a stucco finish with a wood framed, corrugated metal canopy. The total gross square footage (GSF) is approximately 900 GSF. The structure has incurred extensive damage and requires demolition.

b) The Contractor shall demolish the building, in its entirety, to the concrete slab. The concrete slab is to remain in place. The metal gate located on the north side of the building should be removed and disposed of. The Contractor shall take care during the demolition to avoid damage to the adjacent building No. 9. All demolition debris shall be removed and disposed of off-site in accordance with all applicable codes and laws. All utilities are to be cut and caped.

c) There is no known Asbestos-Containing Material (ACM) located in Structure 8. However, should the Contractor become aware of the existence of ACM, the Contractor shall notify the DOL Contracting Officer (CO) in writing, and request direction from the Contracting Officer prior to proceeding with work.

d) The work associated with the demolition of Structure 8 will disturb painted walls and other building components which may contain lead. The Contractor will comply with the OSHA Lead Standard for Construction Industry (29 CFR 1926.62), and other environmental or occupational safety and health regulations as applicable. All construction debris will be disposed of in accordance with applicable solid and hazardous waste regulations. All anticipated lead-painted building components will be disposed of as normal construction debris.

Photograph of Structure 8 and Warehouse Storage North side

Photograph of Structure 8 interior Structure 8 Floor Plan

2. Building 21, Vacant

a) Building 21, constructed in 1989, is a single story building totaling approximately 3,100 gross square feet. The building construction comprises of a concrete foundation and slab, structural steel framing and metal roof. Exterior walls are concrete masonry units (CMU) with a plaster finish. Electrical service is provided by three 37.5kVA pole-mounted transformers through an Automatic Transfer Switch (ATS) located adjacent to Building 22 and fed underground to a wall-mounted 200A fused service disconnect switch, located on the buildings northwest exterior wall. All fire alarm system devices are connected to the main fire alarm control panel located in Building 11.

b) The Contractor shall hire an independent utility location service to identify the location of all existing utilities within the limits of work prior to commencement of all excavation or demolition operations. Excavation and other methods to locate buried underground utilities are not part of this scope. Utility location should be accomplished by employing electromagnetic induction technology in conjunction with ground penetrating radar.

Manholes, valve boxes, inlets, and other such structures must be accessed and connecting pipes field surveyed.

c) The Contractor shall demolish the building in its entirety, inclusive of foundations, exterior CMU retaining walls, and concrete walkways and ramps. Concrete walkways and ramps shall be removed to the main pedestrian walkway located on the interior of the campus.

The Contractor shall take all precautions to protect neighboring buildings and equipment from damage during demolition activities. The cost to repair such damages to its original condition is the responsibility of the Contractor.

There is no known Asbestos-Containing Material (ACM) or lead-based paint located in Building 21. However, should the Contractor become aware of the existence of ACM or lead-based paint, the Contractor shall notify the Contracting Officer in writing and request direction from the Contracting Officer prior to proceeding with work.

Prior to demolition of the building the Contractor shall capture all refrigerants and dispose of in accordance with EPA guidelines and all local codes and regulations.

The Contractor shall disconnect and remove all utilities to the utility source or connection point as described below:

• All underground conduit and piping within the confines of the building foot print shall be removed.

• The electrical service conductors from the 200A fuse main disconnect of this building shall be removed back to ATS located at Building 22. Conduit shall be removed to a depth of one foot below grade and capped. Reference Buildings 21 and 22 Electrical Service Diagram below.

• Water lines shall be removed to within 10 feet of the building line and properly terminated and capped.

• Sanitary Sewer lines shall be removed to the nearest structure and the structure patched in accordance with local codes, regulations and utility requirements.

The Contractor shall disconnect and terminate the Building 21 fire alarm device cabling at the main fire alarm control panel in Building 11. Building 21 fire alarm conduit shall be removed to a depth of one foot below grade and capped.

All demolition debris shall be removed and disposed of off-site in accordance with all applicable codes and laws.

d) The Contractor shall backfill all foundation removal areas, utility removal excavations, and all other excavations. All fill soil shall be clean soil and shall be compacted to 90% in accordance with ASTM D698 requirements prior to seeding. The Contractor shall grade the demolition site to ensure positive drainage. The Contractor shall install grass seed in the footprint of the demolition sites and all areas affected/distributed by the demolition of the buildings. The Contractor is responsible for maintaining and watering until the grass has established growth. The site will not be accepted as a subgrade prepared site prepared for future construction.

Stockpiling of topsoil and required fill is permitted but the location must be approved by the Center. The Contractor must provide erosion and sediment controls throughout the project. All excess soil shall be removed from the site. Surplus soils shall not be stockpiled on the site.

Building 21 Exterior

Building 21 Floor Plan

3. Building 22, Vacant

a) Building 22, constructed in 1989, is a single story building totaling approximately 2,200 gross square feet. The building construction comprises of a concrete foundation and slab, structural steel framing and metal roof. Exterior walls are concrete masonry units (CMU) with a plaster finish. Overhead electrical service is provided from three 37.5 kVA pole-mounted transformers and a 130 kW diesel generator, located in Building 30, to an exterior wall-mounted ATS which feeds to a 200A fused disconnect switch located on the building southwest exterior wall. Generator feeds to Building 22 are run underground. The ATS also serve Building 21 as noted above. All fire alarm system devices are connected to the main fire alarm control panel located in Building 11.

b) The Contractor shall hire an independent utility location service to identify the location of all existing utilities within the limits of work prior to commencement of all excavation or demolition operations. Excavation and other methods to locate buried underground utilities are not part of this scope. Utility location should be accomplished by employing electromagnetic induction technology in conjunction with ground penetrating radar.

Manholes, valve boxes, inlets, and other such structures must be accessed and connecting pipes field surveyed.

c) The Contractor shall demolish the building in its entirety, inclusive of foundations, CMU retaining wall, and concrete walkways and ramps. Concrete walkways and ramps shall be removed to the main pedestrian walkway. The Contractor shall take all precautions to protect neighboring buildings and equipment from damage during demolition activities.

The cost to repair such damages to its original condition is the responsibility of the Contractor. All demolition debris shall be removed and disposed of off-site in accordance with all applicable codes and laws.

There is no known Asbestos-Containing Material (ACM) or lead-based paint located in Building 22. However, should the Contractor become aware of the existence of ACM or lead-based paint, the Contractor shall notify the Contracting Officer in writing and request direction from the Contracting Officer prior to proceeding with work.

Prior to demolition of the building the Contractor shall capture all refrigerants and dispose of in accordance with EPA guidelines and all local codes and regulations.

The Contractor shall disconnect and remove all utilities to the utility source or connection point as described below:

• All underground conduit and piping within the confines of the building foot print shall be removed.

• The electrical service conductors shall be removed back to the power source, 37.5 kVA pole-mounted transformer bank adjacent to Building 22 and terminated in accordance with the requirements of the National Electric Code (NEC). Service conduit on pole shall be removed to a depth of one foot below grade and capped.

Generator service conductors shall be disconnected at the Generator panel and properly terminated. Panel breakers shall be locked out and tagged out in accordance with OSHA requirements. Underground conduit serving the ATS and fused main disconnect shall be removed in their entirety with the exception of the generator service conduit. Generator service conduit at the ATS shall be removed to a depth of one foot and capped. Reference Buildings 21 and 22 Electrical Service Diagram below.

• Water lines shall be removed to within 10 feet of the building line and properly terminated and capped.

• Sanitary Sewer lines shall be removed to the nearest structure and the structure patched in accordance with local codes, regulations and utility requirements.

The Contractor shall disconnect and terminate the Building 22 fire alarm device cabling at the main fire alarm control panel in Building 11. Building 21 fire alarm conduit shall be removed to a depth of one foot below grade and capped.

All demolition debris shall be removed and disposed of off-site in accordance with all applicable codes and laws.

d) The Contractor shall backfill all foundation removal areas, utility removal excavations, and all other excavations. All fill soil shall be clean soil and shall be compacted to 95% in accordance with ASTM D698 requirements prior to seeding. The Contractor shall grade the demolition site to ensure positive drainage. The Contractor shall install grass seed in the footprint of the demolition sites and all areas affected/distributed by the demolition of the buildings. The Contractor is responsible for maintaining and watering until the grass has established growth. The site will not be accepted as a subgrade prepared site prepared for future construction.

Stockpiling of topsoil and required fill is permitted but the location must be approved by the Center. The Contractor must provide erosion and sediment controls throughout the project. All excess soil shall be removed from the site. Surplus soils shall not be stockpiled on the site.

Transfer Switch on Building 22

Building 22 Exterior

Building 22 Floor Plan

4. Structural Roof Framing Member Assessment The Contractor shall include the services of a Structural Engineer licensed in the Commonwealth of Puerto Rico to conduct a structural assessment of the roof framing systems for termite and water rot damage. The survey shall be performed by visual and moisture readings to determine damage from either termite infestation or unacceptable moisture content of questionable wood framing members. The Contractor shall provide a report identifying the damaged members with recommendations for correction to the Contracting Officer. The Buildings to be evaluated are Building No’s 1, 3, 4, 6, 9, 11, 12, 13, 14, 15, 27 and 34. The assessment and report shall be submitted to the Contracting Officer prior to commencement of the roof replacement work.

5. Mold Assessment The Contractor shall include the services of an industrial hygienist who will conduct an assess of all buildings and structures, with the exception of Structure 8, Buildings 21 and 22, for mold and provide a report to the Contracting Officer identifying locations where mold is present and the recommended actions for remediation.

6. Termite Treatment Contractor to include the services of an exterminator to provide termite extermination services on all buildings and structures with the exception of Structure 8, Buildings 21 and 22. The Contractor shall also provide site-specific recommendations for future treatment to aid in pest prevention.

DIVISION AND DESIGN SUMMARY LABOR MATERIALS/SUB EQUIPMENT TOTAL

Division 2 - Demolition $0.00 $0.00 $0.00 $0.00 Division 3 - Concrete $0.00 $0.00 $0.00 $0.00 Division 4 - Masonry $0.00 $0.00 $0.00 $0.00 Division 5 - Metals $0.00 $0.00 $0.00 $0.00 Division 6 - Woods and Plastics $0.00 $0.00 $0.00 $0.00 Division 7 - Thermal and Moisture Protection $0.00 $0.00 $0.00 $0.00 Division 8 - Doors and windows $0.00 $0.00 $0.00 $0.00 Division 9 - Finishes $0.00 $0.00 $0.00 $0.00 Division 10 - Specialties $0.00 $0.00 $0.00 $0.00 Division 11 - Equipment $0.00 $0.00 $0.00 $0.00 Division 12 - Furnishings $0.00 $0.00 $0.00 $0.00 Division 13 - Special Construction $0.00 $0.00 $0.00 $0.00 Division 14 - Conveying Equipment $0.00 $0.00 $0.00 $0.00 Division 21 - Fire Suppression $0.00 $0.00 $0.00 $0.00 Division 22 - Plumbing $0.00 $0.00 $0.00 $0.00 Division 23 - Mechanical $0.00 $0.00 $0.00 $0.00 Division 26 - Electrical $0.00 $0.00 $0.00 $0.00 Division 28- Electronic Safety and Security $0.00 $0.00 $0.00 $0.00 Division 31 - Excavation $0.00 $0.00 $0.00 $0.00 Division 32 - Exterior Improvements $0.00 $0.00 $0.00 $0.00 Division 33 - Utilities $0.00 $0.00 $0.00 $0.00 Design (For Design/Build Projects) $0.00 $0.00 N/A $0.00 General Conditions $0.00 $0.00 $0.00 $0.00

SUBTOTALS $0.00 $0.00 $0.00 $0.00

$0.00 0.00% $0.00 $0.00 0.00% $0.00

0.00 0.00%

$0.00

INSTRUCTIONS TO BIDDER

2. Add tasks to "CSI DIVISION" Tab and applicable units, rates, and quantifies. If a CSI Section is N/A, leave blank.

3. If this is a Design-Build project, add applicable rates, hours, and materials costs to "DESIGN" Tab.

4. Add applicable units, rates, and quantifies in the "GENERAL CONDITIONS" Tab.

5. Add applicalbe Overhead, Profit, and Bonds/Insurance Percentages in the "SUMMARY" Tab.

Version 0, 4/18/18

SUBTOTAL WITH OVERHEAD

Contractor Profit

SUBTOTAL WITH O&P

1. Only complete cells shaded in yellow. All other cells are automatically calculated.

Bonds/Insurance

TOTAL

CONTRACTOR COST PROPOSAL TEMPLATE

PROJECT NAME: REPAIRS OF HURRICANE DAMAGED

BUILDING

ARECIBO JOB CORPS CENTER

DATE:

PREPARED BY:

Contractor Overhead

ATTACHMENT 1

CSI DIVISION

ITEM RATE HOURS TOTAL UNIT QTY UNIT RATE TOTAL RATE DURATION TOTAL ITEM TOTAL

Division 2 - Demolition $0.00 $0.00 $0.00 $0.00 [List Tasks Under Each Division Heading] $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

$0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 3 - Concrete $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $2.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 4 - Masonry $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 5 - Metals $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 6 - Woods and Plastics $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 7 - Thermal and Moisture Protection $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 8 - Doors and windows $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 9 - Finishes $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 10 - Specialties $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 11 - Equipment $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 12 - Furnishings $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 13 - Special Construction $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 14 - Conveying Equipment $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 21 - Fire Suppression $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 22 - Plumbing $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 23 - Mechanical $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 26 - Electrical $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 28- Electronic Safety and Security $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 31 - Excavation $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 32 - Exterior Improvements $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

Division 33 - Utilities $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00

SUBTOTAL CSI DIVISIONS $0.00 $0.00 $0.00 $0.00

LABOR MATERIALS/SUBCONTRACTOR EQUIPMENT

GENERAL CONDITIONS

UNIT COST COST UNIT COST COST UNIT COST COST

Project Manager (Labor) 0.0 Hours -$ -$ -$ Project Scheduler (Labor) 0.0 Hours -$ -$ -$ Quality Control Manager (Labor) 0.0 Hours -$ -$ -$ Superintendent (Labor) 0.0 Hours -$ -$ -$

SALARIES SUBTOTAL 0.0 Hours -$ -$

Project Superintendent Vehicle 0.0 Days -$ -$ -$ QCM Vehicle 0.0 Days -$ -$ -$

VEHICLES SUBTOTAL -$ -$

Project Manager Per Diem 0.0 Days -$ -$ -$ Project Superintendent Per Diem 0.0 Days -$ -$ -$ QCM Per Diem 0.0 Days -$ -$ -$

PER DIEM SUBTOTAL -$ -$

Project Manager Lodging 0.0 Days -$ -$ -$ Project Superintendent Lodging 0.0 Days -$ -$ -$ QCM Lodging 0.0 Days -$ -$ -$

LODGING SUBTOTAL -$ -$

Project Manager Cell Phone 0.0 Days -$ -$ -$ Project Scheduler Cell Phone 0.0 Days -$ -$ -$ Project Superintendent Cell Phone 0.0 Days -$ -$ -$ QCM Cell Phone 0.0 Days -$ -$ -$

CELL PHONE SUBTOTAL -$ -$

Rental Equipment 0.0 LS -$ -$ -$ Field Office Printer/Copier 0.0 Months -$ -$ -$ As-builts 0.0 LS -$ -$ -$ Temp fencing 0.0 Feet -$ -$ -$ -$ -$ -$ -$ Field Office Supplies 0.0 Months -$ -$ -$ Safety Material 0.0 Months -$ -$ -$ Temp Lighting 0.0 Days -$ -$ -$ -$ -$ -$ -$ Office Trailer 0.0 Months -$ -$ -$ Office Trailer Setup 0.0 LS -$ -$ -$ -$ -$ Sanitary Faciltiies 0.0 Months -$ -$ -$ -$ -$ Soils and concrete inspection 0.0 LS -$ -$ -$ -$ -$ Tools 0.0 Weeks -$ -$ -$ Construction Waste Disposal 0.0 Weeks -$ -$ -$ -$ -$ -$ -$ Final Cleaning 0.0 LS -$ -$ -$ -$ -$ -$ -$

OTHER SUBTOTAL -$ -$ -$ -$

PER DIEM

LODGING

CELL PHONE

OTHER

GENERAL CONDITIONS SUBTOTAL

SALARIES

VEHICLES

TOTALITEM DESCRIPTION QTY UNITS MATERIAL/SUB LABOR EQUIPMENT

ATTACHMENT 2

Arecibo Prebid Sign in Sheet - 11-8-18