Amend_0001_-_AG-0261-S-13-0025.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 16

2. AMENDMENT/MODIFICATION NO. /3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0001 05/03/2013

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

SW IDAHO-NEVADA ACQUISTION CENTER

1249 S VINNELL WAY STE 200

BOISE, ID 83709-1663

CONTRACTING OFFICER - USDA ,USFS, SWINAC

c/o SPRING MTNS. NATIONAL REC. AREA

4701 N. TORREY PINES DRIVE

LAS VEGAS, NV 89130

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-0261-S-13-0025

9B. DATED (SEE ITEM 11)

04/09/2013

10A. MODIFICATION OF CONTRACT/ORDER

NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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:

(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.

(X) 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 1 copies to the issuing office.

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

Project Title: McWilliams Campground Reconstruction Project

Purpose of Amendment: To answer questions posed by vendors, and provide 04-23-13 Site Visit Notes and Attendees list, revise Section B, and Add Fire Plan.

Receipt of Offers: The date, time, and receipt of proposals remain unchanged. The place for receipt of offers remains the same.

Acknowledgment: See Block 11 above regarding how to acknowledge this amendment. The acknowledgement must be received at the place designated for receipt of offers (see Block 19 of the Solicitation, Offer, and Award, Standard Form 1442).

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

Margaret S. Schafer 15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

05/03/2013

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

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 0001 AG-0261-S-13-0025 – McWilliams Campground Reconstruction Project Page 2 of 16 – plus ATT – 1 Spreadsheet

1. Replace Attachment 5 – Cost Breakdown Worksheet in its entirety. (ATT - 1)

2. Replace Section B – Schedule of Items in its entirety (ATT - 2)

3. Add the attached Fire Plan to Section J and Replace Section J with the Following:

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

SECTION J - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

J- 1 The following attachments are a part of this solicitation and any resulting contract (see separate document(s)).

Attachment No. Title Date No. of Pages

1 McWilliams Campground Reconstruction Project – General Specifications

03/07/2013 267 Pages

2 McWilliams Campground Reconstruction Project – Final Drawings

03/03/2013 113 Pages

Wage Rate Decision No. NV100034

(HIGHWAY)

01/04/13 14 Pages

Past Performance Questionnaire

N/A 2

5 McWilliams Campground Reconstruction Project Construction Cost Estimate Breakdown

N/A 2

6 Fire Plan N/A 2

4. Question and Answers:

1. Question: Page 33-34 Paragraph (3)(iv) - For the proposed Work Schedule (in MS Project - Version 2010 or later) - We do not use or have experience with MS Project. We use Primavera P3. Is it acceptable to submit the proposed Work Schedule electronic copy in Primavera P3?

Answer: Electronic Work Schedule documents provided must be compatible with MS Project.

2. Question: Page 33-34 Paragraph (3)(v) - 2 copies of the proposed Work Schedule - can these copies be placed in the Technical Proposal - or in a separate binder?

Answer: In the Technical Proposal.

3. Question: Page 33 - (3)(i) - Can the copy of completed, signed offer (Sections A-K) be included in the Business/Cost Proposal? Also should Section B be separated from A-K and submitted with Attachment 5.

Answer: You could combine Sections A through K, Section B and Attachment 5 into 1 Business/Cost Proposal.

4. Question: Is the name of the volume Business Proposal or Business/Cost Proposal?

Answer: Business/Cost Proposal.

Question: For the McWilliams Campground Project, the Schedule of Items lists 4 concrete benches with pullouts, yet the plans indicate that these items are to be placed every 400' on concrete or asphalt pullouts or where contract officer dictates. This would total at least 6 concrete pullouts and 9 asphalt pullouts with benches for both areas totaling 15. What quantity is required for this line item?

Answer: Item 133430-1 is for the installation of benches along the concrete trails, 4 is correct. Item 133430-2 under “options” is for the installation of benches along the pulverized asphalt trails, 8 is correct for a total of 12. The note does say approximately 400 feet, however the design quantity is 12.

5. Question: Is it allowable to have the Superintendent also perform the duties of the Quality Control Officer?

Answer: No.

6. Question: Are there any other key personnel that should be named for this proposal - for instance - Project Manager or Safety Manager?

Answer: No.

7. Question: I see that a spec section on blasting has been included in this project, but the plans don’t show where any blasting will be required. Has there been a determination of how much blasting will be needed in this project?

Answer: The blasting specification was included in the project documents in case blasting was required. If we encounter rock that can’t be ripped while installing the water line or the tanks,, we would consider blasting at that time.

8. Question: Will the site be closed to the public during construction?

Answer: Yes

9. Question: There are discrepancies between the RFP Part 1 – The Schedule and the drawings, Sht 3 of 133. Please inform us of what information is correct.

a. RFQ -Item 133402-2, Utility Box, 48” Dia. Concrete with Air Release Valve indicates 1 EA. Sht 3 – indicates 2 EA. Should be 2 EA.

b. RFQ – Item 221100-1, Pipeline, 2” HDPE, 160 PSI with Heat Fusion

Joints, Including Trench – indicates 1,850 LF.Sht 3 – indicates 1,800 LF. Should be 1,800 LF.

c. RFQ – Item 221100-2, Pipeline, 3” HDPE, 160 PSI with Heat Fusion

Joints, Including Trench – indicates 4,050 LF.Sht 3 – indicates 4,200 LF. Should be 4,200 LF.

d. RFQ – Item 221100-3, Pipeline, 2 Lines in Trench, 3” and 3” HDPE, 160

PSI with Heat Fusion Joints, Including Trench – indicates 2,400 LF.Sht 3 – indicates 2,350 LF. Should be 2,350 LF.

e. Sht 3 – Item 221100-5, Pipeline with Frostshield, 2” HDPE, Including

Sleeve and Insulation, 60 LF, is not included in the RFQ Part 1 – The Schedule. See revised Section B.

f. Sht 3 – Item 221100-6, Pipeline with Frostshield, 3” HDPE, Including

Sleeve and Insulation, 115 LF, is not included in the RFQ Part 1 – The Schedule. See revised Section B.

g. Sht 3 – Item 221100-7, Pipeline with Frostshield, 2 Lines in Trench, 3” and 3” HDPE, Including Sleeves and Insulation, 55 LF, is not included in the RFQ Part 1 – The Schedule. See revised Section B.

h. RFQ – Item 221100-6, Drain – 3” Daylight Drain – indicates 4 EA.

Sht 3 – Item 221100-9, Drain – 3” Daylight Drain – indicates 6 EA.

Should be 6 EA.

i. RFQ – Item 221102-2, 3” Poly Curb Valve and Box – indicates 10 EA.

Sht 3 – indicates 12 EA. Should be 12 EA.

10. Question: A Gould’s pump supplier responded with the following:

“Full load efficiency at 8400’, 3 hp is 86.5%. At this elevation you would need to bump the motor up to a 5HP.”Should the booster pumps be increased from 3 hp to 5 hp?

Answer: Gould’s is a preferred manufacturer, We specified it as such or approved equal. Please check 221103-2, 2.3, A.,3 : With special motor suitable for operation at 8,400 feet above sea level” & 221103-2, 2.3, B.:”

Model: 5SV8FF4C60 with motor for 8,400 FASL as manufactured by Gould or an approved equal.”

5. Below are the Site Visit Notes, Questions and Answers for the Site Visit that was held on April 23, 2013. The Attendees list is found in Attachment 3

(ATT - 3)

McWilliams Campground Reconstruction

Site Visit April 23, 2013 10:00AM

The McWilliams Campground Reconstruction Request for Proposals closes Thursday, May 9, 2013 at 2:00PM.

Completion date for the project is May 15, 2014.

We have made arrangements, due to NEPA for a compressed schedule to include extended hours and working weekends.

When the project is completed, the Dolomite and McWilliams campground will be combined to be one campground.

Potential areas of concern: Protection of Native Species plants and water tank installation

No heavy equipment can be used at the site until after July 20, 2013.

The Forest Service will provide pulverized asphalt for use by Contractor as a road base.

Q: What does PAOT mean?

A: “People at one Time” (capacity the site will hold)

Q: What is the Host Site?

A: That is the “concessionaire” that manages the site. There will be two at McWilliams.

Q: Will the Forest Service be clearing the large trees?

A: Our goal is to keep as many trees as possible, however we will cut and remove as many as we feel necessary prior to start date. We will work with the Contractor when specific adjustments need to be made.

Q: Where is the water system located?

A: The booster pump is located at Camp Lee across the highway. This site will use that water system. There is not adequate capacity to supply Contractor water trucks and equipment; however we will have a water supply located in Kyle Canyon at the intersection of Deer Creek and Kyle for that purpose. It is estimated to be about an hour round trip.

Q: There is no propane after sites five (5) through eight (8) in the specs.

Doesn’t it go any further than that?

A: No, we will not be heating during the winter months past that point.

Q: Is there a soils report?

A: Yes, we will provide that.

Q: What is the total acreage?

A: Dolomite and McWilliams combined is approximately 46 acres.

Q: Is it a negotiated bid?

A: Yes, Contractors need to follow Sections L & M of the solicitation and submit all documentation requested, by 2:00PM, Thursday, May 9, 2013.

Q: Where will the campgrounds connect?

A: Near the 2nd loop down near the far end of McWilliams Campground.

Q: Is that the electrical connection for the Contractor use?

A: Yes, the current service connection is located at the old host site.

Attachment 6 – Fire Plan

AG-0261-S-13-0025

McWilliams Campground Reconstruction Project Page 7 of 11

FIRE PLAN

(Ref: FSH 6309.32 and 6309.11)

1. SCOPE:

The provisions set forth below outline the responsibility for fire prevention and suppression activities and establish a suppression plan for fires within the contract area. The contract area is delineated by map in the contract. The provisions set forth below also specify conditions under which contract activities will be curtailed or shut down.

2. RESPONSIBILITIES:

A. Contractor shall abide by the requirements of this Fire Plan.

Take all steps necessary to prevent his/her employees, subcontractors and their employees from setting fires not required in completion of the contract, shall be responsible for preventing the escape of fires set directly or indirectly as a result of contract operations, and shall extinguish all such fires which may escape.

Complete the Contractor's Plan Regarding Personnel and shall furnish the Contracting Officer (CO) with a copy prior to commencing work at the site. Shall currently advise the CO of any changes in personnel as the changes occur. Shall revise Section 6.B to reflect current activities upon request of the CO.

B. Forest Service

The Forest Service may conduct one or more inspections for compliance with the fire plan. The number, timing, and scope of such inspections will be at the discretion of agency employees responsible for contract administration. Such inspections do not relieve the Contractor of responsibility for correcting violations of the fire plan or for fire safety in general, as outlined in paragraph 2.A above.

3. TOOLS AND EQUIPMENT:

A. The Contractor shall comply with the following requirements during the fire precautionary period as defined by unit administering contracts unless waived in writing:

The Fire Precautionary Period is typically between May 1 to November 15. Dates may vary, depending on local fire conditions.

Shall equip all diesel and/or gasoline-operated engines, both stationary and mobile, and all flues used in any contract and camp operations with spark arresters that meet Forest Service standards set forth in the National Wildfire Coordinating Group publication for Multi-position Small Engines, #430-1, or General Purpose and Locomotive, #430-2.

Shall furnish and have available for emergency use on each piece of equipment used in conjunction with performance of the work as listed below, hand tools and/or equipment as follows (CPRC 4427, 4428 and 4431):

(1) One shovel, one axe (or pulaski) and a fully charged fire extinguisher U.L. rated at 2-A: 10-B: C, or larger, on each truck, personnel vehicle, tractor, grader and other heavy equipment. Contractor shall equip each mechanized harvesting machine with hydraulic systems, powered by an internal combustion engine (chipper, feller/buncher, harvester, forwarder, stroke delimber, etc), except tractors and skidders, with at least two 4A: 80-B: C fire extinguishers, or equivalent. In addition, concentrations of wood dust and debris shall be removed from such equipment daily.

(2) One shovel and one backpack 5 gallon water-filled tank with pump with each welder.

(3) One shovel and one pressurized chemical fire extinguisher for each gasoline-powered tool, including but not restricted to chain saws, soil augers, rock drills, etc.

Shovel must be kept within 100 feet from each chain saw when used off cleared landing areas.

(4) The Contractor is required to furnish a sealed box of fire fighting tools on site. The fire box is to be located in the operating area, at a point accessible in the event of fire.

This box shall contain:

o ___1___ 5-gallon, backpack pump-type fire extinguisher filled with water;

o ___2___ axes;

o ___2___ McCleod fire tools;

o ___1___ serviceable chain saw of three and one-half or more horsepower with a cutting bar 20 inches in length or longer;

o ___2___ shovels so that each employee at the operation can be equipped to fight fire.

The box shall remain unlocked, but be sealed with a Forest Service seal to be broken for emergency use only.

(5) One 600-gallon (min.) water buffalo capable of responding to an incident within 5 minutes. The equipment shall be capable of shooting a stream of water no less than 75 feet from nozzle to ground.

All tools and equipment required above shall be in good workable condition and shall meet the following Forest Service requirements for fire tools:

(a) Shovels shall be size "O" or larger and be not less than 46 inches in overall length.

(b) Axes (or Pulaski’s) shall have 2-1/2 pound or larger heads and be not less than 28 inches in overall length.

4. GENERAL

A. State Law. The Contractor shall comply with all applicable laws of the State of Nevada.

B. Permits Required. The Contractor must secure a special written permit from the District Ranger or designated representative before engaging in any of the activities listed below. The terms and conditions of any of the permits required for this contract are as shown on copies attached to the Fire Plan.

(1) Blasting and Storage of Explosives and Detonators.

(2) Burning.

(3) Air Pollution. (Issued by local State or County Air Pollution

Control Districts, as applicable.)

(4) Camp, Lunch and Warming Fires.

(5) Welding and Cutting.

C. Regulations for Burning. Before setting any fires whatsoever, the Contractor shall notify the CO of his/her intentions. Special care shall be taken to prevent scorching or causing any damage to adjacent structures, trees, and shrubbery. Piles of material to be burned shall be of such size and so placed that during burning no damage shall result to adjacent objects.

D. Smoking and Fire Rules. Smoking shall not be permitted during fire season, except in a barren area or in an area cleared to mineral soil at least three feet in diameter (CPRC 4423.4). In areas closed to smoking, the CO may approve special areas to be used for smoking. The Contractor shall sign designated smoking areas. Contractor shall post signs regarding smoking and fire rules in conspicuous places for all employees to see. Contractor's supervisory personnel shall require compliance with these rules. Under no circumstances shall smoking be permitted during fire season while employees are operating light or heavy equipment, or walking or working in grass and woodlands. E. Storage and Parking Areas. Equipment service areas, parking areas, and gas and oil storage areas shall be cleared of all flammable material for a radius of at least 10 feet unless otherwise specified by local administrative unit. Small mobile or stationary internal combustion engine sites shall be cleared of flammable material for a slope distance of at least 10 feet from such engine. The COR shall approve such sites in writing.

Welding. Contractor shall confine welding activity to cleared areas having a minimum radius of ten feet measured from place of welding.

E. Blasting. Contractor shall use electric caps only. When blasting is necessary in slash areas, a watchperson equipped with shovel and a water-filled backpack can (5 gallon), with hand pump, shall remain in the immediate area for an hour after blasting has been completed.

F. Oil Filter and Glass Jugs. Contractor shall remove from National Forest land all oily rags and used oil filters. Contractor shall prohibit use of glass bottles and jugs on contract operations.

G. Reporting Fires. As soon as feasible, after initial control action is taken, within 1 hr, the contractor shall notify Forest Service of any fires along roads or project area within designated contract.

H. Communications. Contractor shall furnish an agreed upon communication system connecting each operation with the designated Forest Service Dispatch Center. The communications system shall be capable of contacting the designated Forest Service Dispatch Center within five (5) minutes of discovery of a fire in the Contractor’s operating area. The communications system shall be operable during the Contractor's operation in the fire precautionary period.

I. Fire Patrol Person. When required, the sole responsibility of the patrol person shall be to patrol the operation for prevention and detection of fires and to take suppression action where necessary. By agreement, one patrol person may provide patrol on this and adjacent projects.

In addition, key personnel shall have handheld radios for local communications, to be able to coordinate other personnel onsite in case of an emergency.

5. REPORTING ALL WILD FIRES

Contractor's employees shall report all fires to any of the following Forest Service facilities and/or personnel listed below, but not necessarily in the order shown:

Name Office Address and/or telephone

Emergency Dispatch

Dispatch Center Las Vegas Incident Command Center

702-515-5300

Nearest FS Station Kyle Canyon Guard Station Lee Canyon Guard Station

702-872-0010, or 702-879-3336 702-879-5353 , or 702-872-5453

Inspector TBA

COR TBA

Area Manager Randy Swick 702-515-5448

When reporting a fire, provide the following information;

Your Name;

Call back telephone number;

Project name;

Location;

Legal description (Township, Range, Section); and Descriptive location (Reference point);

Fire Information;

Acres;

Rate of Spread; and Wind Conditions.

CONSTRUCTION RFP thru FAC 2005-66 AG-0261-S-13-0025 Amendment 001 – Revised Schedule of Items McWilliams Campground Reconstruction Project

PART I - THE SCHEDULE

SECTION B - SUPPLIES OR SERVICES AND PRICES

B- 1 SCHEDULE OF ITEMS

SCHEDULE OF ITEMS

MCWILLIAMS CAMPGROUND RECONSTRUCTION PROJECT

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

BASE ITEMS

010250 Construction Staking LSQ LS 1 $ $ 011900 Mobilization LSQ LS 1 $ $ 022060-1 Heavy Loose Rock Riprap (Slope Stabilization) DQ CY 355 $ $ 022060-2 Heavy Loose Rock Riprap (Channel Bed) DQ CY 755 $ $ 024102 Removal and Disposal of Existing Structures LSQ LS 1 $ $ 026460 Concrete Dumpster Pad AQ EA 5 $ $ 033545-1 Colored Concrete Sidewalks, 5-feet Wide with 4-inch aggregate base (Family Unit Paths)

AQ LF 1,525 $ $

033545-2 Colored Concrete Paths 5-feet wide with 4-inch aggregate base (Interpretive Paths)

AQ LF 2,050 $ $

033545-3 Concrete Channeling Island LSQ LS 1 $ $ 033545-4 Colored Concrete Kiosk Pad (Comfort Stations) AQ EA 8 $ $ 033545-5 Colored Concrete Interpretive Pad (Interpretive Paths) AQ EA 9 $ $ 101400-1 Signs - Regulatory & Directional (Aluminum) AQ EA 27 $ $ 101400-2 Signs - Regulatory & Directional (HDO) AQ EA 16 $ $ 101420 Major Site I.D. Sign - NRA-REC (HDPE) AQ EA 1 $ $ 129305 Fee Tube AQ EA 1 $ $ 129400-1 Family Unit - Single AQ EA 68 $ $ 129400-2 Family Unit - Double AQ EA 9 $ $ 129410 Waste and Recycling Receptacle AQ EA 8 $ $ 133402-1 Utility Box, 48" Dia. Concrete with Pressure Reducing

Valve

AQ EA 4 $ $

133402-2 Utility Box, 48" Dia. Concrete with Air Release Valve AQ EA 2 $ $ 133430-1 Concrete Bench (Gov't Furnished) with Concrete Pullout AQ EA 4 $ $ 133450 Comfort Station Installation (2-Unit) - Including

Utilities and Sidewalks

AQ EA 8 $ $

133470 Entrance Station Installation, Including Utilities, Sidewalks and Curb

AQ EA 1 $ $

221100-1 Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench

DQ LF 1,800 $ $

221100-2 Pipeline, 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench

DQ LF 4,200 $ $

221100-3 Pipeline, 2 Lines in Trench, 3" and 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench

DQ LF 2,350 $ $

221100-4 Pipeline, 2 Lines in Trench, 3" and 6" HDPE, 160 PSI with Heat Fusion Joints, Including Trench

DQ LF 700 $ $

221100-5 Pipeline With Frostshield 2” HDPE, Including Sleeve and Insulation

DQ LF 60 $ $

221100-6 Pipeline With Frostshield 3” HDPE, Including Sleeve and Insulation

DQ LF 115 $ $

221100-7 Pipeline With Frostshield, 2 lines in Trench, 3” and 3” HDPE, Including Sleeve and Insulation

DQ LF 55 $ $

221100-8 Drain - 2" Daylight Drain AQ EA 1 $ $ 221100-9 Drain - 3" Daylight Drain AQ EA 6 $ $ 221102-1 2" Poly Curb Valve and Box AQ EA 24 $ $ 221102-2 3" Poly Curb Valve and Box AQ EA 12 $ $ 221102-3 6" Poly Curb Valve and Box AQ EA 1 $ $

221103 Modifications to Existing Booster Pump Station LSQ LS 1 $ $ 221105 Hydrant - Frost Proof, Type D AQ EA 21 $ $ 221200 Two 18,000 Gallon Fiberglass Water Storage Tanks, Including Access Road

LSQ LS 1 $ $

221300-1 Sewerline - Gravity, 4" PVC, SDR 35 Including Trench DQ LF 1,350 $ $ 221300-2 Sewerline - 2 Lines in Trench, Gravity, 4" PVC, SDR

35 Including Trench

DQ LF 900 $ $

221300-3 Drainfield #1 LSQ LS 1 $ $ 221300-4 Drainfield #2 LSQ LS 1 $ $ 221300-5 Drainfield #3 LSQ LS 1 $ $ 221300-6 Drainfield #4 LSQ LS 1 $ $ 221300-7 Drainfield #5 LSQ LS 1 $ $ 221300-8 Drainfield #6 LSQ LS 1 $ $ 221300-9 Drainfield #7 LSQ LS 1 $ $ 221300-10 Drainfield #8 LSQ LS 1 $ $ 221300-11 Drainfield #9 (Host Unit #1) LSQ LS 1 $ $ 221300-12 Drainfield #10 (Host Unit #2) LSQ LS 1 $ $ 221300-13 Dosing Tank - 620 Gallon (Concrete) with One Siphon AQ EA 4 $ $ 221300-14 Dosing Tank - 620 Gallon (Concrete) with Two Siphons AQ EA 1 $ $ 221300-15 Dosing Tank - 1,000 Gallon (Concrete) with One

Siphon

AQ EA 2 $ $

221300-16 Dosing Tank - 1,000 Gallon (Concrete) with Two Siphons

AQ EA 3 $ $

221300-17 Septic Tank - 1,000 Gallon (Concrete) with Internal Baffle

AQ EA 2 $ $

221300-18 Septic Tank - 1,500 Gallon (Concrete) with Internal Baffle

AQ EA 2 $ $

221300-19 Septic Tank - 2,000 Gallon (Concrete) with Internal Baffle

AQ EA 3 $ $

221300-20 Septic Tank - 2,500 Gallon (Concrete) with Internal Baffle

AQ EA 1 $ $

221300-21 Septic Tank - 4,000 Gallon (Concrete) with Internal Baffle

AQ EA 2 $ $

221300-22 Trailer Sewer Service Hookup AQ EA 2 $ $ 231126-1 Exterior Propane Gas System (Comfort Stations) - 500

Gallon Tank and 1-Inch PE Piping to Buildings

AQ EA 3 $ $

231126-2 Exterior Propane Gas System (Host Units) - 120 Gallon Tank and 3/4-Inch PE Piping to Unit

AQ EA 2 $ $

231126-3 Exterior Propane Gas System (Entrance Station) - 120 Gallon Tank & 3/4-Inch PE Piping to Building

AQ EA 1 $ $

260500 Electrical Distribution System - Campground LSQ LS 1 $ $ 312000-1 Special Bedding - Imported, Commercial Source DQ CY 450 $ $ 312000-2 Pipe Zone - Imported, Commercial Source DQ CY 1,150 $ $ 312010 Select Borrow for Roads and Spurs DQ CY 2,915 $ $ 312100-1 Project Site Preparation and Grading LSQ LS 1 $ $ 312100-2 Project Site Preparation and Grading (Concrete Paths) AQ LF 1,525 $ $ 321200 Hot Mix Asphalt Paving for Roads and Spurs AQ Ton 4,950 $ $ 321204 Crushed Aggregate Base - Grading C (For Under

Asphalt Roads and Spurs)

DQ CY 4,000 $ $

321210 Rockery Retaining Walls DQ SF 2,650 $ $ 322100-1 Tent Pad Single (TS), Size 12' by 12' AQ EA 68 $ $ 322100-2 Tent Pad Double (TD), Size 16' by 16' AQ EA 9 $ $ 322205 Barrier Rocks - Commercial Source AQ EA 308 $ $ 322625 Recycled Plastic Wheelstops 8-Foot AQ EA 88 $ $ 322640-1 Pavement Markings (Directional Arrows Reflectorized

White)

AQ EA 16 $ $

322640-2 Pavement Marking - 4-inch Wide (Reflectorized White) AQ LF 630 $ $ 322640-3 Pavement Marking - Accessible Parking Symbols AQ EA 2 $ $ 322706 Asphalt Pavement Pulverizing (Reuse as Asphalt Base) DQ CY 1,800 $ $ 323230 Concrete Segmented Retaining Wall DQ SF 500 $ $

332228-1 Culvert - 18-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations)

AQ LF 30 $ $

332228-2 Culvert - 24-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations)

AQ LF 915 $ $

332228-3 Culvert - 30-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations)

AQ LF 60 $ $

332228-4 Culvert - 48-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations)

AQ LF 60 $ $

334217-1 Concrete Box Culvert #5 (2.5’H x 6.0’W x 70.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

334217-2 Concrete Box Culvert #8 (3.0’H x 12.0’W x 46.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

334217-3 Concrete Box Culvert #17 (2.5’H x 8.0’W x 38.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

334217-4 Concrete Box Culvert #18 (3.0’H x 12.0’W x 58.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

334217-5 Concrete Box Culvert #19 (3.0’H x 12.0’W x 50.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

334217-6 Concrete Box Culvert #20 (2.5’H x 8.0’W x 40.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

334217-7 Concrete Box Culvert #21 (2.5’H x 8.0’W x 50.0’L) - Including wingwalls and headwalls

LSQ LS 1 $ $

TOTAL BASE ITEMS $

OPTIONAL ITEMS

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY PRICE TOTAL

022060-3 Heavy Loose Rock Riprap (Slope Stabilization) DQ CY 50 $ $ 133430-2 Concrete Bench (Gov't Furnished) with Pulverized

Asphalt Surface Pullout

AQ EA 8 $ $

312100-3 Project Site Preparation and Grading (Pulverized Asphalt Paths)

AQ LF 4,775 $ $

322712 Pulverized Asphalt Surfacing - for 3-Foot Wide by 4- Inch Depth Interpretive Paths with Aluminum Edging

DQ LF 4,775 $ $

323116-1 Road Closure Gate - 24 Foot (Double 12' Gate) AQ EA 5 $ $ 323116-2 Road Closure Gate - 32 Foot (Double 16' Gate) AQ EA 3 $ $ 332228-5 Culvert - 24-inch Galv. Corrugated Metal Pipe (16

Gage, 2 2/3"x1/2" Corrugations) - Culverts on Paths

AQ LF 15 $ $

TOTAL OPTIONAL ITEMS $

TOTAL BASE + OPTIONAL ITEMS $

B- 2 Payment for Bond Premiums

Note: Payment for bond premiums in accordance with FAR Clause 52.232-5, Payment Under Fixed-Price Construction Contracts, shall not be in addition to the contract price.