EXHIBIT A-D.pdf

PRE PROPOSAL INQUIRY FORM N62742224R6720

Exhibit A.

DATE:

Question No. Reference (Sect/Para/Page)

QUESTION GOVERNMENT RESPONSE

EMAIL:

OFFEROR NAME:

ADDRESS:

PHONE NUMBER:

SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads N6274224R6720 Basa Air Base, Floridablanca, Pampanga, Philippines Page 1 of 1

EXHIBIT B - OFFEROR EXPERIENCE PROJECT DATA SHEET

Provide the following information on projects to demonstrate past experience on recent, relevant construction projects. Use continuation sheets, if needed.

PLACE PHOTO HERE

Offeror Name: ______________________________

Contract Number: ___________________________ Project Title/Location: ________________________ Short Project Description: ________________________

Effort involved Design Build:

___Yes, self-performed as the Prime contractor ___Yes, subcontracted and managed by the Prime contractor ___No, did not include DB

Contract Amount: __________________

Original Contract Completion Date: __________________ Final Contract Completion Date: __________________ Date Completed: __________________

Percentage of Work Performed: __________________

Prime or Subcontract Work: __________________

Customer/Client: __________________

Customer/Client Contact Information: (include for each POC: NAME, PHONE NUMBER, EMAIL

ADDRESS, AND MAILING ADDRESS)

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads N6274224R6720 Basa Air Base, Floridablanca, Pampanga, Philippines Exhibit C

EXHIBIT C – PAST PERFORMANCE QUESTIONNAIRE

1. The NAVFAC Form PPQ shall be utilized for all evaluations that require a Past Performance Questionnaire (PPQ).

2. Offerors should submit the PPQ with their offer. If the offeror is unable to obtain a completed PPQ from a client for a project(s) before proposal closing date, the offeror should complete and submit with the proposal the first page of the PPQ, which will provide contract and client information for the respective project(s). Offerors should follow-up with clients/references to ensure timely submittal of questionnaires. If the client requests, questionnaires may be submitted directly to the Government’s point of contact, Artitar Udit via email at artitar@state.gov prior to proposal closing date.

3. Offerors should provide PPQs with their proposal as required by RFP. Offerors shall not incorporate by reference into their proposal PPQs previously submitted for other RFPs. However, this does not preclude the Government from utilizing previously submitted PPQ information in the past performance evaluation."

mailto:artitar@state.gov

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads N6274224R6720

EXHIBIT C

NAVFAC/USACE PAST PERFORMANCE QUESTIONNAIRE (Form PPQ-0)

CONTRACT INFORMATION (Contractor to complete Blocks 1-4)

1. Contractor Information Firm Name: CAGE Code:

Address: DUNs Number:

Phone Number:

Email Address:

Point of Contact: Contact Phone Number:

2. Work Performed as: Prime Contractor Sub Contractor Joint Venture Other (Explain) Percent of project work performed:

If subcontractor, who was the prime (Name/Phone #):

3. Contract Information Contract Number:

Delivery/Task Order Number (if applicable):

Contract Type: Firm Fixed Price Cost Reimbursement Other (Please specify):

Contract Title:

Contract Location:

Award Date (mm/dd/yy):

Contract Completion Date (mm/dd/yy):

Actual Completion Date (mm/dd/yy):

Explain Differences:

Original Contract Price (Award Amount):

Final Contract Price (to include all modifications, if applicable):

Explain Differences:

4. Project Description:

Complexity of Work High Med Routine How is this project relevant to project of submission? (Please provide details such as similar equipment, requirements, conditions, etc.)

CLIENT INFORMATION (Client to complete Blocks 5-8)

5. Client Information Name:

Title:

Phone Number:

Email Address:

6. Describe the client’s role in the project:

7. Date Questionnaire was completed (mm/dd/yy):

8. Client’s Signature:

NOTE: NAVFAC REQUESTS THAT THE CLIENT COMPLETES THIS QUESTIONNAIRE AND SUBMITS DIRECTLY BACK TO THE OFFEROR. THE OFFEROR WILL SUBMIT THE COMPLETED QUESTIONNAIRE TO NAVFAC WITH THEIR PROPOSAL, AND MAY DUPLICATE THIS QUESTIONNAIRE FOR FUTURE SUBMISSION ON NAVFAC SOLICITATIONS. CLIENTS ARE HIGHLY ENCOURAGED TO SUBMIT QUESTIONNAIRES DIRECTLY TO THE OFFEROR. HOWEVER, QUESTIONNAIRES MAY BE SUBMITTED DIRECTLY TO NAVFAC. PLEASE CONTACT THE OFFEROR FOR NAVFAC POC INFORMATION. THE GOVERNMENT RESERVES THE RIGHT TO VERIFY ANY

AND ALL INFORMATION ON THIS FORM.

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads N6274224R6720

ADJECTIVE RATINGS AND DEFINITIONS TO BE USED TO BEST REFLECT

YOUR EVALUATION OF THE CONTRACTOR’S PERFORMANCE

RATING DEFINITION NOTE

(E) Exceptional Performance meets contractual requirements and exceeds many to the Government/Owner’s benefit. The contractual performance of the element or sub-element being assessed was accomplished with few minor problems for which corrective actions taken by the contractor was highly effective.

An Exceptional rating is appropriate when the Contractor successfully performed multiple significant events that were of benefit to the Government/Owner. A singular benefit, however, could be of such magnitude that it alone constitutes an Exceptional rating.

Also, there should have been NO significant weaknesses identified.

(VG) Very Good Performance meets contractual requirements and exceeds some to the Government’s/Owner’s benefit. The contractual performance of the element or sub-element being assessed was accomplished with some minor problems for which corrective actions taken by the contractor were effective.

A Very Good rating is appropriate when the Contractor successfully performed a significant event that was a benefit to the Government/Owner. There should have been no significant weaknesses identified.

(S) Satisfactory Performance meets minimum contractual requirements. The contractual performance of the element or sub-element contains some minor problems for which corrective actions taken by the contractor appear or were satisfactory.

A Satisfactory rating is appropriate when there were only minor problems, or major problems that the contractor recovered from without impact to the contract.

There should have been NO significant weaknesses identified. Per DOD policy, a fundamental principle of assigning ratings is that contractors will not be assessed a rating lower than Satisfactory solely for not performing beyond the requirements of the contract.

(M) Marginal Performance does not meet some contractual requirements. The contractual performance of the element or sub-element being assessed reflects a serious problem for which the contractor has not yet identified corrective actions. The contractor's proposed actions appear only marginally effective or were not fully implemented.

A Marginal is appropriate when a significant event occurred that the contractor had trouble overcoming which impacted the Government/Owner.

(U) Unsatisfactory Performance does not meet most contractual requirements and recovery is not likely in a timely manner. The contractual performance of the element or sub-element contains serious problem(s) for which the contractor's corrective actions appear or were ineffective.

An Unsatisfactory rating is appropriate when multiple significant events occurred that the contractor had trouble overcoming and which impacted the Government/Owner. A singular problem, however, could be of such serious magnitude that it alone constitutes an unsatisfactory rating.

(N) Not Applicable No information or did not apply to your contract

Rating will be neither positive nor negative.

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads N6274224R6720

Contractor Information (Firm Name): ________________________________________________ Client Information (Name): ________________________________________________________

TO BE COMPLETED BY CLIENT

PLEASE CIRCLE THE ADJECTIVE RATING WHICH BEST REFLECTS

YOUR EVALUATION OF THE CONTRACTOR’S PERFORMANCE.

1. QUALITY:

a) Quality of technical data/report preparation efforts E VG S M U N

b) Ability to meet quality standards specified for technical performance E VG S M U N

c) Timeliness/effectiveness of contract problem resolution without extensive customer guidance E VG S M U N

d) Adequacy/effectiveness of quality control program and adherence to contract quality assurance requirements (without adverse effect on performance)

E VG S M U N

2. SCHEDULE/TIMELINESS OF PERFORMANCE:

a) Compliance with contract delivery/completion schedules including any significant intermediate milestones. (If liquidated damages were assessed or the schedule was not met, please address below)

E VG S M U N

b) Rate the contractor’s use of available resources to accomplish tasks identified in the contract E VG S M U N

3. CUSTOMER SATISFACTION:

a) To what extent were the end users satisfied with the project? E VG S M U N

b) Contractor was reasonable and cooperative in dealing with your staff (including the ability to successfully resolve disagreements/disputes;

responsiveness to administrative reports, businesslike and communication)

E VG S M U N

c) To what extent was the contractor cooperative, businesslike, and concerned with the interests of the customer? E VG S M U N

d) Overall customer satisfaction E VG S M U N

4. MANAGEMENT/ PERSONNEL/LABOR

a) Effectiveness of on-site management, including management of subcontractors, suppliers, materials, and/or labor force? E VG S M U N

b) Ability to hire, apply, and retain a qualified workforce to this effort E VG S M U N

c) Government Property Control E VG S M U N

d) Knowledge/expertise demonstrated by contractor personnel E VG S M U N

e) Utilization of Small Business concerns E VG S M U N

f) Ability to simultaneously manage multiple projects with multiple disciplines E VG S M U N

g) Ability to assimilate and incorporate changes in requirements and/or priority, including planning, execution and response to Government changes E VG S M U N

h) Effectiveness of overall management (including ability to effectively lead, manage and control the program) E VG S M U N

5. COST/FINANCIAL MANAGEMENT

a) Ability to meet the terms and conditions within the contractually agreed price(s)? E VG S M U N

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads N6274224R6720

Contractor Information (Firm Name): ________________________________________________ Client Information (Name): ________________________________________________________

b) Contractor proposed innovative alternative methods/processes that reduced cost, improved maintainability or other factors that benefited the client E VG S M U N

c) If this is/was a Government cost type contract, please rate the Contractor’s timeliness and accuracy in submitting monthly invoices with appropriate back-up documentation, monthly status reports/budget variance reports, compliance with established budgets and avoidance of significant and/or unexplained variances (under runs or overruns)

E VG S M U N

d) Is the Contractor’s accounting system adequate for management and tracking of costs? If no, please explain in Remarks section. Yes No

e) If this is/was a Government contract, has/was this contract been partially or completely terminated for default or convenience or are there any pending terminations? Indicate if show cause or cure notices were issued, or any default action in comment section below.

Yes No

f) Have there been any indications that the contractor has had any financial problems? If yes, please explain below. Yes No

6. SAFETY/SECURITY

a) To what extent was the contractor able to maintain an environment of safety, adhere to its approved safety plan, and respond to safety issues?

(Includes: following the users rules, regulations, and requirements regarding housekeeping, safety, correction of noted deficiencies, etc.)

E VG S M U N

b) Contractor complied with all security requirements for the project and personnel security requirements. E VG S M U N

7. GENERAL

a) Ability to successfully respond to emergency and/or surge situations (including notifying COR, PM or Contracting Officer in a timely manner regarding urgent contractual issues).

E VG S M U N

b) Compliance with contractual terms/provisions (explain if specific issues) E VG S M U N

c) Would you hire or work with this firm again? (If no, please explain below) Yes No

d) In summary, provide an overall rating for the work performed by this contractor. E VG S M U N

Please provide responses to the questions above (if applicable) and/or additional remarks. Furthermore, please provide a brief narrative addressing specific strengths, weaknesses, deficiencies, or other comments which may assist our office in evaluating performance risk (please attach additional pages if necessary):

D/B UFC Construction of Entry Control Point, Perimeter Wall, and Access Roads in Basa

Basa Air BAse, Floridablanca, Pampanga, Philippines

N6274224R6720

Exhibit D.

BILL OF MATERIALS

CLIN0001, Base Bid Item 0001: CONSTRUCTION OF ECP AND REINFORCED CMU PERIMETER WALL EAST OF GATE 25

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

A10 FOUNDATIONS

A1010 Standard Foundations - search area canopy footing (concrete) CM footing (rebar) KG grade beam (concrete) CM grade beam (rebar) KG

A1010 Standard Foundations - guard booth footing (concrete) CM footing (rebar) KG grade beam (concrete) CM grade beam (rebar) KG

A1030 Slab on Grade - guard booth Slab (concrete) CM Slab (rebars) KG floor moisture barrier SM

A1010 perimeter wall footing / foundation rebar kg form sqm floor moisture barrier SM Pour concrete, 24MPa cu.m

A1010 perimeter wall pedestal rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 CMU grade beam rebar kg form sqm floor moisture barrier SM Pour concrete, 24MPa cu.m

A1010 U/G CMU wall CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

B10 SUPERSTRUCTURE

Search area canopy Column - structural steel kg Beam - structural steel KG Purlins - structural steel KG Accessories KG Guard Booth Columns (concrete) CM Columns (rebars) KG Structural Frames (concrete Beam) CM Structural Frames (beam rebars) KG Forms and Scaffoldings SM roof deck (concrete) CM roof deck (rebar) KG lintel (concrete) CM lintel (rebar) KG

B1010 perimeter wall columns rebar kg form sqm Pour concrete, 24MPa cu.m

B20 EXTERIOR CLOSURE

B2010 Exterior Walls

CHB Grout Fill CM Masonry (Rebars) KG CHB 8", 7MPa SM Painting Skim Coat SM Plastering SM Top Coat (2 coats ) SM

B2020 Exterior Windows General Area - Windows (aluminum framed sliding, glass) and hardware with screens; 1.2m x 1.6m (powder coated) EA

B2030 Exterior Doors metal door panel with door closer and lockset on 2"x4" galvanized door jamb (paint finished. set

B2010 perimeter wall CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

B30 ROOFING

B3010 Roof Coverings & Roof Drains

LEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

Level 3 Element

N6274224R6720

Exhibit D.

Steel Roof Structure SM Roofing, Cliplock type, including accessories SM Insulation, Rockwool SM

C30 INTERIOR FINISHES

C3010 Wall Finishes guard booth - paint

Skim Coat SM Plastering SM Top Coat (2 coats ) SM

C3020 Floor Finishes guard booth - sealed concrete SM

C3030 Ceiling Finishes guard booth - paint

Skim Coat SM Plastering SM Top Coat (2 coats ) SM

D30 HVAC

D3030 Cooling Generating Systems

Ceiling fans EA window type AC EA

D40 FIRE PROTECTION

D4090 Other Fire Protection Systems portable fire extinguisher SM

D50 ELECTRICAL

D5010 Electrical Service and Distribution

Rough-ins SM Wiring SM Panel boards and circuit breakers Lot Transformer incl. accessories EA Electrical connection to base SM

D5020 Lighting & Branch Wiring Lights, fixures and wiring devices - include perimeter lighting SM

D5090 lightning arrester set D5010 Electrical Service & Distribution grounding SM Remove, store, and replace of existing UG electrical line SM

F10 Special Construction F1010 perimeter wall accessories blade wire, hot dipped galvanized kg double extension arm, hot-dipped galvanized ea

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing

Clearing, grubbing and Tree Cutting SM G1030 Site Earthwork

Excavation CM Backfilling and Compaction CM

G20 SITE IMPROVEMENTS

Road (concrete) CM Road (rebar) KG forms sqm compacted gravel CM

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements

Mobilization / Demobilization LS Predesign surveys, capability assessment, etc LS Detailed Engineering Design Package, and Project Management LS

X20 Office Overhead TempFacil, permits, and utilities months LS

CLIN0001 Total CLIN0002, Base Bid Item 0002: CONSTRUCTION OF REINFORCED CMU PERIMETER WALL WEST OF GATE 25

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

A10 FOUNDATIONS

A1010 Standard Foundation perimeter wall foundation rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 perimeter wall pedestal rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 CMU grade beam rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 U/G CMU wall

Level 3 Element

LEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

ENGINEERING ESTIMATELEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST

N6274224R6720

Exhibit D.

CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

B10 SUPERSTRUCTURE

B1010 perimeter wall columns rebar kg form sqm Pour concrete, 24MPa cu.m

B20 EXTERIOR CLOSURE

B2010 perimeter wall

CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

D50 ELECTRICAL

D5010 Electrical Service & Distribution grounding SM Remove, store, and replace of existing UG electrical line SM

F10 Special Construction perimeter wall accessories blade wire, hot dipped galvanized kg double extension arm, hot-dipped galvanized ea

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing

Clearing, grubbing and Tree Cutting SM G1030 Site Earthwork

Excavation CM Backfilling and Compaction CM

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements

Mobilization / Demobilization LS Predesign surveys, capability assessment, etc LS Detailed Engineering Design Package, and Project Management LS

X20 Office Overhead TempFacil, permits, and utilities months LS

CLIN0002 Total CLIN0003, Base Bid Item 0003: CONSTRUCTION OF REINFORCED CONCRETE ACCESS ROADS

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing

Clearing and grubbing SM Demolition / Removal CUM

G1030 Site Earthwork Excavation CUM Grading, Backfilling, and Compaction CUM

G20 SITE IMPROVEMENTS

G2010.a Road

Concrete CM dowels KG Formworks LM 1-m shoulder - compacted gravel SM

G2010.b Slope Protection - riprap Concrete CM Steel bars KG Formworks LM

G2050 Culvert (cross drains) R.C. Culvert Pipes EA Manhole EA

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements

Mobilization / Demobilization LS Predesign surveys, capability assessment, etc LS Project Management LS Detailed Engineering Design Package including certified as-built drawings, survey, soil boring, etc. LS Testing and Commissioning LS

X20 Office Overhead TempFacil, permits, and utilities months LS

CLIN0003 Total CLIN0004, Option Item 0001: CONSTRUCTION OF ADDITIONAL REINFORCED CMU PERIMETER WALL WEST OF GATE 20

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

A10 FOUNDATIONS

A1010 Standard Foundation

Level 3 Element

ENGINEERING ESTIMATE

Level 3 Element

LEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE

Level 3 Element

LEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST

ENGINEERING ESTIMATELEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST

N6274224R6720

Exhibit D.

perimeter wall foundation rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 perimeter wall pedestal rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 CMU grade beam rebar kg form sqm Pour concrete, 24MPa cu.m

A1010 U/G CMU wall CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

B10 SUPERSTRUCTURE

B1010 perimeter wall columns rebar kg form sqm Pour concrete, 24MPa cu.m

B20 EXTERIOR CLOSURE

B2010 perimeter wall

CHB 6"x8"x16", 7MPa sqm Masonry (Rebars) KG CHB Grout Fill CM Masonry wall (plastering) sqm

D50 ELECTRICAL

D5010 Electrical Service & Distribution grounding SM Remove, store, and replace of existing UG electrical line SM

F10 Special Construction perimeter wall accessories blade wire, hot dipped galvanized kg double extension arm, hot-dipped galvanized ea

Table 2: SITEWORK

NUMBER UNIT UNIT COST TOTAL ($) UNIT COST TOTAL ($) UNIT COST TOTAL ($)

G10 SITE PREPARATION

G1010 Site Clearing

Clearing, grubbing and Tree Cutting SM G1030 Site Earthwork

Excavation CM Backfilling and Compaction CM

X FIELD REQUIREMENTS, OFFICE OVERHEAD & PROFIT

X10 Field Requirements

Mobilization / Demobilization LS Predesign surveys, capability assessment, etc LS Detailed Engineering Design Package, and Project Management LS

X20 Office Overhead TempFacil, permits, and utilities months LS

CLIN0004 Total Grand Total Cost

LEVEL 2 GROUP ELEMENTS QUANTITY MATERIAL COST LABOR COST ENGINEERING ESTIMATE