SectionsBCDFGJM.pdf

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

B1 – SCHEDULE OF BASE ITEMS

BASE

ITEM # DESCRIPTION OF PROJECT ITEMS UNIT OF

MEASURE

EST.

QTY UNIT PRICE EXTENDED AMOUNT

B1.1 Mobilization LS 1 $_________ $____________

B2.1 Replace 6-inch concrete at marked locations SF 2627 $_________ $____________

B3.1 Sawcut asphalt and concrete strip SF 1073 $_________ $____________

TOTAL OF ALL BASE ITEMS $

O1 – SCHEDULE OF OPTION ITEMS

OPTION

ITEM # DESCRIPTION OF PROJECT ITEMS UNIT OF

MEASURE

EST.

QTY UNIT PRICE EXTENDED AMOUNT

O1.1 Sawcut asphalt and concrete strip SF 1 $_________ $____________

TOTAL OF ALL OPTION ITEMS $

SECTION C – STATEMENT OF WORK/DESCRIPTIONS

C.1 – GENERAL DESCRIPTION OF WORK

The Contractor shall furnish all supervision, materials, equipment and vehicles, tools, parts, labor, transportation, lodging, and miscellaneous items to remove and replace concrete sections as marked, and replace damaged asphalt with concrete. The project is located on the Lakeside Ranger District.

All work shall be in accordance with the plans and specifications contained herein. No changes to the specifications, terms, or conditions of this Request For Quotations (RFQ) shall be made without the prior approval of the Contracting Officer in writing.

The Government intends to award a contract based on Best Value -- LPTA (Lowest Price Technically Acceptable). The offeror that demonstrates that they have technical skill required and lowest price. In order to remain in the competitive range, Offerors (Contractors) shall submit the Return Package with the requirements in Section M, Evaluation Factors.

Reference Section J for Exhibits:

Exhibit 1 – U.S. Department of Labor, Wage Determination Exhibit 2 – Bio-preferred Requirements Exhibit 3 – Drawings Exhibit 4 – Specifications Exhibit 5 – Pictures Exhibit 6 – Map, Fool Hollow Lake Recreation Area

Due to campsite reservations, work shall begin on October 26th, 2020.

C.2 – LOCATION OF PROJECT

The project work is located at multiple areas within the Fool Hollow Lake Recreation Area in Show Low, AZ. The physical address is 1500 N. Fool Hollow Lake, Show Low, AZ 85901.

C.3 – SPECIFIC SCOPE OF WORK

C3.1 Base line item B1.1

Mobilization, one-time fee. Unit of measure is Lump Sum (LS).

C3.2 Base line item B2.1

Remove and replace 6-inch concrete at the following locations and in accordance with the drawings and specifications. Redhead Loop will fully accessible to the Contractor for continuous work. Unit of measure is Square Foot (SF).

Redhead Loop, Site #6 – 278 square feet (sf) Redhead Loop, Site #12 – 312.5 sf Redhead Loop, Site #14 – 300 sf Redhead Loop, road section between Sites #15 and #16 – 164 sf Redhead Loop, Site #18, including curb – 602.5 sf Redhead Loop, road section in front of Site #23 – 20.5 sf Redhead Loop, Site #24 – 225 sf Redhead Loop, Site #25, including curb – 552 sf

Road Section at Amphitheater turn-in – 172.5 sf

When the curb is being replaced, match existing dimensions. Place rebar such that the curb is tied to the slab.

C3.3 Base line item B3.1

Sawcut damaged asphalt (gaps) and replace with concrete. Clean surfaces of dust, dirt, and foreign matter detrimental to proper concrete placement. Gaps vary from 4 inches to 12 inches, with damage asphalt extending to 30 inches in some locations. Unit of measure is per Square Foot (SF). Unless otherwise noted, sawcut twenty-four (24) inches wide.

All sections are marked with a horizontal orange line on the curbs, with the work beginning at the intersection of Old Linden Road and the Fool Hollow Recreation Area entrance, and proceeding north to the first intersection after the entrance (day use areas / road to the campground loops).

Road Section Width (feet)

Quantity Total

LF

Total

SF

Notes

13 5 65 130 14 4 56 112 15 4 60 120 23 8 184 391 One section requires 36-inch sawcut 24 2 48 120 One section requires 36-inch sawcut 33 1 33 66 Nearest to Old Linden Road (begin joint work) 67 1 67 134 At day use/park intersection (end joint work)

513 1073

Where double lanes exist, one side must remain open for traffic at all times. Where work occurs at entrance or exit only lanes, accommodations can be made with Arizona State Parks to redirect traffic to another exit while the work occurs and the new concrete is ready for traffic.

C3.4 Option line item O1.1

Additional damaged asphalt removal with concrete replacement, as described in C3.3. Unit of measure is per Square Foot (SF).

SECTION D – PACKAGING AND MARKING

D1—GENERAL INFORMATION:

See Section J for Exhibits that are incorporated as part of the statement of work:

Reference Section J for Exhibits:

Exhibit 1 – U.S. Department of Labor, Wage Determination Exhibit 2 – Bio-preferred Requirements Exhibit 3 – Drawings Exhibit 4 – Specifications Exhibit 5 – Pictures Exhibit 6 – Map, Fool Hollow Lake Recreation Area

Technical Capability shall be submitted in the form of a statement or document that demonstrates the contractor’s capability to perform the work to meet or exceed the requirements of this solicitation. In order to meet the Technical Capability Requirements, offers shall address the following factors:

Factor a - tools, equipment, training, and general business practices should be developed in the statement or document to satisfy an evaluation panel that you the contractor has a level of technical capability that meets or exceeds the requirements to perform this work.

Factor b - Provide specific information to gain a better understanding of the requirements to perform roadway and sidewalk concrete demolition and replacement, which documents and addresses your firm’s experience and capability. You may provide your own drawings, illustrations, documents, or photos to support your capability to perform the work. Specifically address the following:

Exhibit 3 – Drawings [see electronic attachment, 1 page]

Exhibit 4 – Specifications [see electronic attachment, 22 pages]

Exhibit 5 – Pictures [see electronic attachment, 2 pages]

Exhibit 6 – Map, Fool Hollow Lake Recreation Area [see electronic attachment, 2 pages]

SECTION F – DELIVERIES OR PERFORMANCE

FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives notice-to-proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 60 calendar days from issuance of notice-to-proceed. The time stated for completion shall include final cleanup of the premises.

AGAR 452.236-75 MAXIMUM WORK WEEK – CONSTRUCTION SCHEDULE (NOV 1996)

Within 5 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following information in writing for approval:

(a) A schedule as required by FAR 52.236-15, Schedules for Construction Contracts, and

(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposed to carry out the work

The maximum workweek shall be Monday through Thursday, 0700 – 1800. Any change in the work schedule shall be approved in writing by the Contracting Officer prior to commencement.

SECTION G – CONTRACT ADMINISTRATIVE DATA

Government Furnished Items:

The Government will provide the following items:

• None

PART III – LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J – LIST OF ATTACHMENTS

EXHIBIT 1 U.S. DEPARTMENT OF LABOR, WAGE DETERMINATION NO.

EXHIBIT 2 BIOPREFERRED CONSTRUCTION/MAINTENANCE & REPAIR (OCT 2010)

EXHIBIT 3 DRAWINGS

EXHIBIT 4 SPECIFICATIONS

EXHIBIT 5 PICTURES

EXHIBIT 6 MAP, FOOL HOLLOW LAKE RECREATION AREA

SECTION M--EVALUATION FACTORS FOR AWARD

M1.0 BASIS FOR AWARD:

BEST VALUE – LPTA (LOWEST PRICE TECHNICALLY ACCEPTABLE). Offers will be reviewed for conformance to the requirements of this RFQ. Award will be made based on the Lowest Price Technically Acceptable (LPTA) offer that meets or exceeds the acceptability standards for technical factors. Failure to provide adequate information for Technical subfactors a & b, will result in the offer not being placed in the eligibility group of technically acceptable, which will remove the offer from further consideration.

Under LPTA:

1. Evaluation factors and significant subfactors that establish the requirements of acceptability shall be set forth in the solicitation.

2. Tradeoffs are not permitted.

3. Offers are evaluated for acceptability but not ranked using non-cost/price factors.

M2.0 TECHNICAL CAPABILITY REQUIREMENTS:

Technical Capability shall be submitted in the form of a statement or document that demonstrates the contractor’s capability to perform the work to meet or exceed the requirements of this solicitation. In order to meet the Technical Capability Requirements, offers shall address the following factors:

Factor a - tools, equipment, training, and general business practices should be developed in the statement or document to satisfy an evaluation panel that you the contractor has a level of technical capability that meets or exceeds the requirements to perform this work.

Factor b - Provide specific information to gain a better understanding of the requirements to perform roadway and sidewalk concrete demolition and replacement, which documents and addresses your firm’s experience and capability. You may provide your own drawings, illustrations, documents, or photos to support your capability to perform the work. Specifically address the following:

Failure to provide adequate information for Technically Capability may result in the offer being removed from the competitive range.

M3.0 PRICES:

Competitive offers will establish price reasonableness. Therefore, when contracting on a firm-fixed-price basis, comparison of the proposed prices will satisfy the requirement to perform a price analysis (cost analysis need not be performed). Contracting Officer intends to award without discussions, offerors shall provide their best prices up front. Pricing will serve as a final determining factor for award under LPTA.

(If the Contracting Officer elects to consider Past Performance as an additional evaluation factor, it shall be evaluated in accordance with FAR Subpart 15.305).

EXHIBIT 1 U.S. DEPARTMENT OF LABOR, WAGE DETERMINATION NO.