PROJECT MANUAL

STATE OF UTAH

DIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT

GUNLOCK STATE PARK

IMPROVEMENTS

DFCM PROJECT NO. 22225510

Sigurd

GREAT

SALT

LAKE

UT

AH

LA

KE

SEVIER

LAKE

LA

KE

PO

W

EL

L

COLO

RADO

SAN

JUAN

RIVER

GREEN

RIVER

RI

VE

R

GR

EE

N

RIVER

FLAMING

GORGE

BEAR

LAKE

BRIGHAM

CITY

6 50

18 9

123 124

31 10

KANAB

Antimony

Mt.Carmel Jct.

Junction

Panguitch

Hurricane

BEAVER

PAROWAN

Milford

Minersville

Kanosh

Meadow

FILLMORE

Hinckley Delta

Marysvale

Cove Fort

Salina

Holden

Mayfield

Gunnison

MANTI

Monroe

RICHFIELD

LOA

Clear Creek

Scofield

Helper

PRICE

Huntington

Castle Dale

Ferron

Emery

East Carbon Sunnyside

Boulder

Bicknell

Torrey

Tropic

Escalante

Wellington

Hanksville

Wendover

Dugway

Grantsville

TOOELE

NEPHI

HEBER

PROVO

Orem

Springville

Spanish Fork

Payson

Santiquin

Ephriam

Moroni

Fountian Green

Mt.

Pleasent

Riverton

Lehi

Park City

Eureka

Fairview

UTAH

STATE OF

COALVILLE

Wanship

SALT

LAKE

Sandy

EchoMORGAN Henefer

Roy

Clearfield

Bountiful

Farmington

Kaysville

North Ogden

OGDEN

U I N T A H

S U M M I T

D U C H E S N E

C A R B O N

G R A N D E M E R Y

S A N J U A N

K A N E

G A R F I E L D

B O X E L D E R

T O O E L E

J U A B

M I L L A R D

B E A V E R

I R O N

D A G G E T T

W A Y N E

S E V I E R

R I C H

C A C H E

U T

A H

W A S A T C H

M O R G A N

W E B E R

D A V I S

LAKESALT Kamas

SANPETE

Snowville

Tremonton

W A S H I N GTON

P I U T E

Levan

MAJOR HIGHWAYS

MANILA

Neola

Myton

Bonanza

Green River

MOAB

MONTICELLO

Blanding

Bluff

Mexican Hat

CiscoThompson Sp.

Crescent Jct.

RANDOLPH

Woodruff

LOGAN

Smithfield

Garden City

U.D.O.T. 1995

I D A H O

W Y O M I N G

A R I Z O N A

N E

V A

D A

C O

L O

R A

D O

VERNAL

Jensen

DUCHESNE

Roosevelt

Naples

City Cedar

Enterprise

ST.

GEORGE

UTAH DEPARTMENT OF TRANSPORTATION

PROJECT LOCATION

GUNLOCK STATE PARK

STATE RTE. 307

DAMMERON VALLEY, UT 84783

PROJECT

LOCATION

PROJECT

LOCATION

GUNLO

CK D

R.

GUNLOCK RESERVOIR

SA

N

TA

C

LA

R

A

R

IV

ER

2162 W. GROVE PKWY #100

PLEASANT GROVE, UTAH 84062

(801) 763-5100

OFESSIONAL STAMP

06/08/26

KIRK

WINEGAR

No. 9206167-2202 07/16/2026

07/16/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/20/2026

REVIEWED FOR CODE

COMPLIANCE

SUMMARY 001000 - 1

Gunlock State Park Improvements Construction Specifications

DFCM Project No. 22225510

SECTION 001000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2

SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Work restrictions.

4. Specification formats and conventions.

B. Related Sections include the following:

1. APWA and other Civil Specifications and details included as referenced standards to these Specifications.

1.3

WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Gunlock State Park State Park, Gunlock, Utah.

B. Project Location: 472 5300 W, Hurricane, Utah

C. Owner: Utah Division of Facilities Construction and Management (DFCM) on behalf of Utah

State Division of Natural Resources, Department of Parks & Recreation. (Utah State Parks)

D. Owner’s Representative:

1. Scott Jensen – DFCM Project Manager

2. Phone: 385-450-2321

3. sgjensen@utah.gov

E. Project Designer:

1. Horrocks

2. Project Manager - Zach Scott

3. Horrocks, 2162 W Grove Pkwy #100

4. Pleasant Grove, Utah 84062

5. zach.scott@horrocks.com

F. The work consists of the following: 1) Construction of a new roadway including a vehicular bridge across the Santa Clara River. 2) Construction of a new day use facility on the shore of Gunlock Reservoir that includes a vault restroom, shade shelters, parking, beach access, and trail access to adjacent public lands.

1.4

TYPE OF CONTRACT

SUMMARY 001000 - 2

A. Project will be constructed under a single prime contract.

1.5 USE OF PREMISES

A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to contract limits unless approval for additional area is obtained.

C. Stored Products: Storage of Contractor’s materials, tools, and equipment on-site is at the sole risk of the Contractor, and contractor is responsible to secure the site and any items stored thereon.

D. Smoking and Fires: Smoking or open fires are not permitted on the project site.

E. On-site Residential Use: Contractor may use one existing campsite within the existing

“horseshoe”, including utility hookups, for on-site residence. Intent herewith is that the Contractor may choose to keep personnel on-site overnight, and may do so in one unit of well-maintained and correctly installed RV-type equipment. Use of campsite utilities for construction operations is strictly prohibited.

1.6 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of

7:00 a.m. to 5:00 p.m., Monday through Friday, except where otherwise indicated or by special arrangement.

1. Hours for Utility Shutdowns: Before or after business hours: Coordinate with Owner.

B. Existing Utility Interruptions: Contractor is responsible to coordinate utility work and interruptions with Utilities Providers:

1. Do not proceed with utility interruptions without Utility’s written permission.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the

50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

3. Attachment #1 is comprised of Civil Engineering specifications that are of equal authority and significance to the CSI-format Sections.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

SUMMARY 001000 - 3

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

3. Where any conflict exists between the CSI-format and Civil specifications, or between

Sections, the most restrictive or demanding requirements shall take precedence unless an exception is granted in writing from the Project Engineer.

4. Specifications shall be adhered to in the following hierarchy:

a. Project Specific Specifications

b. DFCM General Conditions and Specifications

• https://dfcm.utah.gov/wp-content/uploads/DFCM-General-Conditions- August-03-2020.pdf

c. City of Hurricane Standard Specifications

d. APWA Standard Specifications as Referenced

5. In addition, all work performed in the Utah Department of Transportation (UDOT) Right-of-way (ROW) must adhere to UDOT’s standard specifications and drawings. If there is a conflict between the plans and project specifications and UDOT’s standards in these areas, UDOT’s standards shall supersede the project standards.

1.8 PROTECTING EXISTING UTILITIES

A. Drawings indicate approximate location of any known, concealed utility lines. Contractor shall determine exact location of utility lines that could be damaged by Contract Work.

B. Contractor shall presume that unknown utility lines exist and shall proceed with caution when working in areas that could conceal unknown utilities. If such utility lines are encountered, immediately submit a Request for Information to Architect.

C. If utility lines are damaged, remove, repair, or replace lines as directed. Additional compensation and/or extensions of time, if any, caused by removing, repairing, or replacing lines will be determined in accordance with Contract Documents.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

004113 – Bid Form PAGE 1

SECTION 00 41 13 BID FORM / BID SCHEDULE

PART 1 – GENERAL

1.01 BIDDER INFORMATION

Bidder acknowledges receipt of all addenda and agrees to furnish all labor, materials, equipment, tools, transportation, supervision, and incidentals necessary to complete the Work in accordance with the

Contract Documents for the prices listed herein.

Bidder agrees to perform all Work for the following Base Bid and Additive Alternate Bid amounts.

PART 2 – BASE BID SCHEDULE

2.01 BASE BID

ITEM

NO.

DESCRIPTION QUANTITY UNIT

UNIT

PRICE

TOTAL PRICE

1 Mobilization 1 LS

Construction Surveying and

Materials Testing

1 LS

3 Traffic Control 1 LS

4 Clearing & Grubbing 6 AC

Strip, Stockpile, and Spread

Existing Topsoil (4" Depth)

6 AC

Over Excavation (12" Depth, Reinstall Native Material and

Compact)

5,035 CY

Excavation (Cut and Place on

Site)

8,200 CY

8 3/8" HMA 1,850 TON

9 3/4" Untreated Base Course 4,650 TON

10 Structural Fill (Import) 5 TON

11 Structural Fill (Site Harvested) 7,055 TON

12 Roadway Striping 4,800 LF

004113 – Bid Form PAGE 2

ITEM

NO.

DESCRIPTION QUANTITY UNIT

UNIT

PRICE

TOTAL PRICE

13 Vehicle Guardrail 220 LF

14 Temporary Chainlink Fence 2,100 LF

36" Storm Drain Box with Grate

Lid

4 EA

16 24" RCP Pipe 250 LF

17 Culvert End Sections 4 EA

Boulders (Site Harvested and

Placed)

325 EA

19 Restoration Type 1 79,000 SF

20 Restoration Type 2 91,200 SF

21 Restoration Type 3 4,500 SF

22 Restoration Type 4 8,500 SF

Preserve Existing Tree/Shrub in

Place

90 EA

24 Rock Cut, Remove and Place 1 LS

25 Concrete Ribbon Curb 110 LF

Temporary Stream Crossing and

Flow Conveyance

1 LS

Structural Concrete (Abutments, Footings, Wing Walls)

1 LS

28 Reinforcing Steel – Coated 1 LS

29 Driven Piles 1 LS

30 Geotextile Fabric 4,650 SF

31 Rip Rap Scour Protection 29,000 SF

Structural Fill (Import or Approved

Site Harvested)

200 TON

004113 – Bid Form PAGE 3

NO.

DESCRIPTION QUANTITY UNIT

UNIT

PRICE

TOTAL PRICE

33 Concrete Sealer 1 LS

34 Fence on Wing Walls 140 LF

35 Prefabricated Vehicular Bridge 1 LS

Concrete Bridge Deck and

Curbing

1 LS

37 Vehicle Guardrail on Bridge 270 LF

38 Signage 1 LS

BASE BID TOTAL: $__________________________________________________________________

BASE BID TOTAL (In Words): __________________________________________________________

004113 – Bid Form PAGE 4

PART 3 – ADDITIVE ALTERNATE BID SCHEDULE

3.01 ADDITIVE ALTERNATE NO. 1 – DAY USE AREA MASS GRADING

ITEM

NO.

DESCRIPTION QUANTITY UNIT

UNIT

PRICE

TOTAL PRICE

A1-1 Clearing and Grubbing 3 AC

A1-2 Strip, Stockpile, and Spread

Existing Topsoil (4" Depth)

3 AC

A1-3

Over Excavation (12" Depth, Reinstall Native Material and

Compact)

2,162 CY

A1-4 Excavation (Cut and Haul Away) 6,500 CY

A1-5 Temporary Chainlink Fence 500 LF

A1-6 Broadcast Seed Mix 3 ACRE

A1-7 HECP 3 ACRE

A1-8 Erosion Control Blanket 26,000 SF

ADDITIVE ALTERNATE NO. 1 TOTAL: $___________________________________________________

ADDITIVE ALTERNATE NO. 1 TOTAL (In Words): __________________________________________

Note to Contractor – Items A1-6, A1-7, and A1-8 are meant to provide temporary stabilization of mass graded areas if additive alternate bid 3 is not awarded. If additive alternate bid 3 is awarded, these three items will be subtracted from the overall bid and are replaced by final stabilization items A3-11 and A3-12.

004113 – Bid Form PAGE 5

3.02 ADDITIVE ALTERNATE NO. 2 – DAY USE AREA PARKING

ITEM

NO.

DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE

A2-1 3/8" HMA 830 TON

A2-2 3/4" Untreated Base Course 1,785 TON

A2-3 Structural Fill (Site Harvested) 2,965 TON

A2-4 Parking Bumpers 63 EA

A2-5 Roadway/ Parking Lot

Striping

3,100 LF

A2-6 Signage 1 LS

A2-7 ADA Pavement Symbol 6 EA

ADDITIVE ALTERNATE NO. 2 TOTAL: $___________________________________________________

ADDITIVE ALTERNATE NO. 2 TOTAL (In Words): __________________________________________

004113 – Bid Form PAGE 6

3.03 ADDITIVE ALTERNATE NO. 3 – DAY USE AREA AMENITIES

NO.

DESCRIPTION QUANTITY UNIT

UNIT

PRICE

TOTAL

PRICE

A3-1 Concrete Sidewalks and Flatwork 7,000 SF

A3-2 Heavy Duty Concrete (Dumpster Pad) 270 SF

A3-3 Prepare Granular Pad for Prefabricated CXT

Restroom

1 LS

A3-4 Cast in Place Footings for Shade Structure 32 EA

A3-5 Prefabricated Shade Structure (Owner Furnished, Contractor Installed)

8 EA

A3-6 Prefabricated Fire Ring with Grill (Owner Furnished, Contractor Installed)

8 EA

A3-7 Prefabricated Picnic Table (Owner Furnished, Contractor Installed)

8 EA

A3-8 Prefabricated Trash Receptacle (Owner Furnished, Contractor Installed)

4 EA

A3-9 Boulders (Site Harvested and Placed) 80 EA

A3-10 Boulders (Import for Retaining Walls) 250 EA

A3-11 Restoration Type 1 15,000 SF

A3-12 Restoration Type 2 22,800 SF

ADDITIVE ALTERNATE NO. 3 TOTAL: $___________________________________________________

ADDITIVE ALTERNATE NO. 3 TOTAL (In Words): __________________________________________

004113 – Bid Form PAGE 7

PART 4 – TOTAL BID

BASE BID TOTAL: $___________________________________________________

BASE BID TOTAL (In Words): __________________________________________

ADDITIVE ALTERNATE NO. 1 TOTAL: $___________________________________________________

ADDITIVE ALTERNATE NO. 1 TOTAL (In Words): __________________________________________

ADDITIVE ALTERNATE NO. 2 TOTAL: $___________________________________________________

ADDITIVE ALTERNATE NO. 2 TOTAL (In Words): __________________________________________

ADDITIVE ALTERNATE NO. 3 TOTAL: $___________________________________________________

ADDITIVE ALTERNATE NO. 3 TOTAL (In Words): __________________________________________

BID TOTAL: $___________________________________________________

BID TOTAL (In Words): __________________________________________

004113 – Bid Form PAGE 8

PART 5 – BIDDER ACKNOWLEDGMENTS

The undersigned Bidder certifies that:

1. Bidder has examined the Contract Documents and site conditions.

2. Bidder agrees to complete the Work in accordance with the Contract Documents.

3. Prices include all labor, materials, equipment, taxes, overhead, profit, and incidentals required to complete the Work.

4. Bidder agrees that quantities are estimated and payment shall be based on actual quantities installed and accepted unless otherwise noted.

PART 6 – SIGNATURES

BIDDER: ____________________________________________________________________________

ADDRESS: __________________________________________________________________________

PHONE: ____________________________________________________________________________

EMAIL: _____________________________________________________________________________

UTAH CONTRACTOR LICENSE NO.: ____________________________________________________

AUTHORIZED SIGNATURE: ____________________________________________________________

PRINTED NAME: _____________________________________________________________________

TITLE: ______________________________________________________________________________

DATE: ______________________________________________________________________________

MEASUREMENT AND PAYMENT 012200 - 1

SECTION 012200

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 DESCRIPTION

A. This section defines the way the Lump Sum Prices, Unit Prices, and the Allowances listed in the Bid Schedule will be used to determine measurement and payment for all Work and describes the procedures required to be followed for monthly progress payments to the Contractor.

B. Bid amounts will include all equipment, tools materials, labor, service, and all other items required to complete the Work included in the Agreement unless specifically excluded by this section. Work required for which no separate Bid item is identified will be considered as a subsidiary obligation of the Contractor, and the cost therefore shall be included in the most applicable Bid item. Bid amounts for each item will be the basis for development of budget values for activities. Adjustments to Allowance Bid Item amounts will be applied to the Contract Price when Work is completed, and actual Allowance item amounts are known.

C. Payment for all items of the Bid Schedule shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including but not limited to all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Utah Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA).

D. All costs shall be included in the prices named in the Bid Form for the various items of Work. Except as otherwise provided herein, no separate payment will be made for any item that is not specifically set forth in the Bid Form.

E. All estimated quantities stipulated in the Bid or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the Bids submitted for the Work. The actual amounts of Work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof.

F. The unit or lump sum item of work which involves excavation or trenching shall include all costs for such work. No direct payment shall be made for excavation or trenching.

All excavation and trenching shall be unclassified as to materials which may be encountered; in addition, trenches shall be unclassified as to depth.

MEASUREMENT AND PAYMENT 012200 - 2

G. Monthly pay requests are due on the 25th of each month, and while pay requests will be accepted prior to this date, pay request processing will not begin until this date for purposes of meeting the Owner pay request processing obligations. Failure of the Contractor to submit its pay request by this day may be cause for the rejection of the pay request. If rejected, the Contractor may have to resubmit the pay request the next month. Should the submittal date fall on a holiday or weekend day during the month, then the Contractor shall consider the next working day as the due date.

1.2 MEASUREMENT AND PAYMENT

BID FORM (Section 001143), Measurement and Payment to be as follows:

Base Bid General Items

A. Mobilization

1. Measurement: Lump Sum.

2. Payment: Includes preparatory work, transportation, temporary facilities, project administration, bonds, insurance, and all work necessary to begin construction operations.

B. Construction Surveying and Materials Testing

1. Measurement: Lump Sum.

2. Payment: Includes layout, staking, grade control, materials testing per APWA standards and as-built documentation.

C. Traffic Control

1. Measurement: Lump Sum.

2. Payment: Includes furnishing, installation, maintenance, relocation, and removal of all traffic control devices.

Base Bid Roadway Items

A. Clearing and Grubbing

1. Measurement: Acre.

2. Payment: Includes clearing, grubbing, removal, stockpiling of reusable woody material, disposal of vegetation and debris, and preparation of areas for construction.

B. Strip, Stockpile and Spread Existing Topsoil

1. Measurement: Acre.

MEASUREMENT AND PAYMENT 012200 - 3

2. Payment: Includes the removal, stockpiling, and spreading of the top 4-6” of native soil that contains organics.

C. Over Excavation

1. Measurement: Cubic Yard.

2. Payment: Includes excavation, recompaction, replacement with approved material, and stabilization of subgrade areas.

D. Excavation (Cut and Place on Site)

1. Measurement: Cubic Yard.

2. Payment: Includes excavation, hauling, disposal, and grading.

E. Hot Mix Asphalt (3/8" HMA)

1. Measurement: Ton.

2. Payment: Includes furnishing, placing, compacting, tack coat, and surface preparation.

F. Untreated Base Course (3/4” UTBC)

1. Measurement: Ton.

2. Payment: Includes furnishing, hauling, placing, grading, watering, and compacting aggregate base material.

G. Structural Fill (Import)

1. Measurement: Ton.

2. Payment: Includes furnishing, hauling, placing, moisture conditioning, and compacting structural fill material.

H. Structural Fill (Site Harvested)

1. Measurement: Ton.

2. Payment: Includes furnishing, hauling, placing, moisture conditioning, and compacting structural fill material.

I. Roadway Striping

1. Measurement: Linear Foot.

2. Payment: Includes layout, paint, reflective materials, and all incidentals.

J. Vehicle Guardrail

MEASUREMENT AND PAYMENT 012200 - 4

1. Measurement: Linear Foot.

2. Payment: Includes posts, foundations, rails, hardware, end treatments, and installation.

K. Temporary Chain Link Fence

1. Measurement: Linear Foot.

2. Payment: Includes furnishing, installation, maintenance, relocation, and removal.

L. 36” Storm Drain Boxes with Grate Lid

1. Measurement: Each.

2. Payment: Includes excavation, bedding, structure installation, grouting in pipe connections, backfill, frame and grate installation.

M. 24” Reinforced Concrete Pipe (RCP)

1. Measurement: Linear Foot.

2. Payment: Includes excavation, bedding, installation, backfill, and testing.

N. Culvert End Sections

1. Measurement: Each.

2. Payment: Includes furnishing, installation, grading, and erosion control.

O. Boulders (Site Harvested and Placed)

1. Measurement: Each.

2. Payment: Includes harvesting, stockpiling, hauling, placement, grading, and stabilization.

P. Restoration Type 1

1. Measurement: Square Foot.

2. Payment: Includes all necessary labor, materials, and equipment to complete the restoration per project plans, details and specifications. Also includes monitoring and maintenance of temporary BMPs through construction and removal of any non-permanent or non-biodegradable BMPs after establishment. All non-permanent items must be removed prior to the end of the 1-year warranty period.

Q. Restoration Type 2

1. Measurement: Square Foot.

MEASUREMENT AND PAYMENT 012200 - 5

2. Payment: Includes all necessary labor, materials, and equipment to complete the restoration per project plans, details and specifications. Also includes monitoring and maintenance of temporary BMPs through construction and removal of any non-permanent or non-biodegradable BMPs after establishment. All non-permanent items must be removed prior to the end of the 1-year warranty period.

R. Restoration Type 3

1. Measurement: Square Foot.

2. Payment: Includes all necessary labor, materials, and equipment to complete the restoration per project plans, details and specifications. Also includes monitoring and maintenance of temporary BMPs through construction and removal of any non-permanent or non-biodegradable BMPs after establishment. All non-permanent items must be removed prior to the end of the 1-year warranty period.

S. Restoration Type 4

1. Measurement: Square Foot.

2. Payment: Includes all necessary labor, materials, and equipment to complete the restoration per project plans, details and specifications. Also includes monitoring and maintenance of temporary BMPs through construction and removal of any non-permanent or non-biodegradable BMPs after establishment. All non-permanent items must be removed prior to the end of the 1-year warranty period.

T. Preserve Existing Tree/Shrub In Place

1. Measurement: Each

2. Payment: Includes labor and materials to identify trees and shrubs to be preserved and install temporary protection measures per project plans and details

U. Rock Cut, Remove and Place

1. Measurement: Lump Sum

2. Payment: Includes drilling, cutting, blasting if required, excavation, processing, hauling, placement, and disposal of rock material. Also includes all benching, anchors, supplementary geotechnical exploration during construction and all necessary appurtenances to stabilize rock cut areas. The volume of material for this item is factored into Site Excavation Quantities. This item is mean to cover the cost of work specifically with excavation into rock where different execution is required vs. standard earthwork.

V. Concrete Ribbon Curb

1. Measurement: Linear Foot

2. Payment: Includes excavation, subgrade preparation, aggregate base where required, forming, reinforcement if specified, concrete placement, finishing, curing, MEASUREMENT AND PAYMENT 012200 - 6 expansion and control joints, backfilling, grading adjacent surfaces, and all labor, materials, equipment, and incidentals necessary to complete the curb installation in accordance with the Contract Documents.

Base Bid Bridge Substructure Items

A. Temporary Stream Crossing and Flow Conveyance

1. Measurement: Lump Sum.

2. Payment: Includes all labor, materials, equipment, engineering, design, working drawings, permitting, hydraulic analyses, installation, operation, maintenance, monitoring, protection of river flows, removal of temporary facilities, site restoration, and all incidentals necessary to provide continuous conveyance of the Santa Clara River during construction and to complete the Work in accordance with the Contract Documents. No separate payment will be made for any work incidental thereto.

B. Structural Concrete (Abutments, Wing Walls, Footings)

1. Measurement: Lump Sum.

2. Payment: Includes formwork, placement, finishing, curing, and incidental materials and labor.

C. Reinforcing Steel – Coated

1. Measurement: Lump Sum.

2. Payment: Includes furnishing, fabrication, coating, delivery, and placement.

D. Driven Piles

1. Measurement: Lump Sum.

2. Payment: Includes furnishing, driving, splicing, cutoff, and testing.

E. Geotextile Fabric

1. Measurement: Lump Sum.

2. Payment: Includes furnishing, placement, and all other items incidental to completion of the work.

F. Rip Rap Scour Protection

MEASUREMENT AND PAYMENT 012200 - 7

2. Payment: Payment shall include furnishing, hauling, placement, grading, filter fabric where specified, excavation, preparation of subgrade, and all incidental materials and labor necessary for complete installation of scour protection.

G. Structural Fill (Import or Site Harvested)

1. Measurement: Ton.

2. Payment: Includes furnishing, hauling, placing, moisture conditioning, and compacting structural fill material. Also includes testing of site harvested material by an independent geotechnical engineer for use at bridge locations.

H. Tinted Concrete Sealer

1. Measurement: Square Foot

2. Payment: Payment shall include surface preparation, cleaning, furnishing and applying tinted concrete sealer, masking and protection of adjacent surfaces, curing, and all incidental materials and labor necessary for complete installation in accordance with the Contract Documents.

I. Fence on Wingwalls

1. Measurement: Linear Foot.

2. Payment: Payment shall include furnishing and installing fence posts, fabric, rails, fittings, anchors, surface mounting hardware, concrete or epoxy anchorage where required, gates if specified, and all incidental materials and labor necessary for complete installation.

Base Bid Bridge Superstructure Items

A. Prefabricated Vehicular Bridge

1. Measurement: Lump Sum.

2. Payment: Includes engineering, design, shop drawing submittal, permitting, fabrication, delivery, erection, coatings, and all work necessary for complete installation.

B. Concrete Bridge Deck, Approach Ramps and Curbing

1. Measurement: Lump Sum.

2. Payment: Includes furnishing all labor, materials, equipment, and incidentals necessary for complete construction of the bridge deck, approach ramps, and curbing, including but not limited to deck reinforcement, concrete placements, finishing, curing, expansion joints, deck drains, curb reinforcement, approach slab construction, formwork, join sealants, transitions to adjacent pavement, surface treatments, testing and all appurtenant work required to provide a complete and functional installation in accordance with the Contract Documents.

MEASUREMENT AND PAYMENT 012200 - 8

C. Vehicular Guardrail on Bridge

2. Payment: Payment shall include furnishing and installing bridge-mounted guardrail assemblies, posts, connections, anchorages, hardware, transitions, end treatments, coatings, and all incidental materials and labor necessary for complete installation.

D. Signage

1. Measurement: Lump Sum

2. Payment shall include furnishing and installing sign panels, posts, foundations, mounting hardware, reflective sheeting, excavation, backfill, and all incidental materials and labor necessary for complete installation in accordance with MUTCD requirements and the Contract Documents.

Additive Bid 1 – Day Use Area Mass Grading Items

A. Clearing and Grubbing

1. Measurement: Acre.

2. Payment: Includes clearing, grubbing, removal, stockpiling of reusable woody material, disposal of vegetation and debris, and preparation of areas for construction.

B. Strip, Stockpile and Spread Existing Topsoil

1. Measurement: Acre.

2. Payment: Includes the removal, stockpiling, and spreading of the top 4-6” of native soil that contains organics.

C. Over Excavation

1. Measurement: Cubic Yard.

2. Payment: Includes excavation, recompaction, replacement with approved material, and stabilization of subgrade areas.

D. Excavation (Cut and Haul Away)

1. Measurement: Cubic Yard.

2. Payment: Includes excavation, hauling, placement, disposal, grading, moisture conditioning, and compaction.

E. Temporary Chain Link Fence

MEASUREMENT AND PAYMENT 012200 - 9

2. Payment: Includes furnishing, installation, maintenance, relocation, and removal.

F. Broadcast Seed Mix

1. Measurement: Acre.

2. Payment: Includes seedbed preparation, seeding, mulch, watering, and maintenance.

G. Hydraulic Erosion Control Product (HECP)

1. Measurement: Acre.

2. Payment: Includes furnishing and applying hydraulic erosion control materials.

H. Erosion Control Blanket

2. Payment: Includes furnishing, placement, anchoring, overlaps, and maintenance.

Additive Bid 2 – Day Use Area Parking Lot

A. Hot Mix Asphalt (3/8" HMA)

1. Measurement: Ton.

2. Payment: Includes furnishing, placing, compacting, tack coat, and surface preparation.

B. Untreated Base Course (3/4” UTBC)

1. Measurement: Ton.

2. Payment: Includes furnishing, hauling, placing, grading, watering, and compacting aggregate base material.

C. Structural Fill (Site Harvested)

1. Measurement: Ton.

2. Payment: Includes furnishing, hauling, placing, moisture conditioning, and compacting structural fill material.

D. Roadway / Parking Lot Striping

2. Payment: Includes layout, paint, reflective materials, and all incidentals.

MEASUREMENT AND PAYMENT 012200 -

E. Parking Bumpers

1. Measurement: Each.

2. Payment: Payment shall include furnishing and installing parking bumpers, anchors, fasteners, concrete footings if required, layout, and all incidental materials and labor necessary for complete installation.

F. Signage

1. Measurement: Lump Sum.

2. Payment: Payment shall include furnishing and installing sign panels, posts, foundations, mounting hardware, reflective sheeting, excavation, backfill, and all incidental materials and labor necessary for complete installation in accordance with MUTCD requirements and the Contract Documents.

G. ADA Pavement Symbol

2. Payment - Payment shall include furnishing and installing ADA-compliant pavement markings. Includes layout, paint, reflective materials, and all incidental materials and labor necessary for complete installation in accordance with applicable accessibility standards and the Contract Documents.

Additive Bid 3 – Day Use Area Parking Lot

A. Concrete Sidewalks and Flatwork

1. Measurement: Square Foot.

2. Payment: Includes subgrade preparation, untreated base course, forming reinforcement, concrete placement, finishing, and curing.

B. Heavy Duty Concrete (Dumpster Pad)

1. Measurement: Square Foot.

2. Payment: Payment shall include excavation, subgrade preparation, aggregate base, reinforcement, concrete placement, finishing, curing, thickened edges where required, joints, and all incidental materials and labor necessary for complete installation.

C. Prepare Granular Pad for Prefabricated CXT Restroom

1. Measurement: Lump Sum

2. Payment: Payment shall include excavation, grading, furnishing and placing granular base material, compaction, fine grading, moisture conditioning, and all incidental materials and labor necessary to prepare the pad for installation of the owner furnished prefabricated restroom structure.

D. Cast in Place Footings for Shade Structure

2. Payment: Payment shall include excavation, forming, reinforcement, anchor bolts, concrete placement, finishing, curing, backfill, and all incidental materials and labor necessary for complete footing installation.

E. Prefabricated Shade Structure (Owner Furnished Contractor Installed)

2. Payment: Payment shall include unloading, handling, assembly, erection, anchorage, coordination with Owner-furnished materials, and all incidental materials and labor necessary for complete installation.

F. Prefabricated Fire Ring with Grill (Owner Furnished Contractor Installed)

2. Payment: Payment shall include unloading, handling, placement, anchorage, assembly, coordination with Owner-furnished materials, and all incidental materials and labor necessary for complete installation.

G. Prefabricated Picnic Table (Owner Furnished Contractor Installed)

1. Measurement: Prefabricated Picnic Tables will be measured by Each.

2. Payment: Payment shall include unloading, handling, assembly, placement, anchorage, coordination with Owner-furnished materials, and all incidental

H. Prefabricated Trash Receptacle (Owner Furnished Contractor Installed)

2. Payment: Payment shall include unloading, handling, assembly, placement, anchorage, coordination with Owner-furnished materials, and all incidental

I. Boulders (Site Harvested and Placed)

2. Payment: Includes harvesting, stockpiling, hauling, placement, grading, and stabilization.

J. Boulders (Import for Retaining Walls)

1. Measurement: Each.

2. Payment: Payment shall include furnishing, hauling, placement, fitting, grading, stabilization, and all incidental materials and labor necessary for complete retaining wall installation.

K. Restoration Type 1

1. Measurement: Square Foot.

2. Payment: Includes all necessary labor, materials, and equipment to complete the restoration per project plans, details and specifications. Also includes monitoring and maintenance of temporary BMPs through construction and removal of any non-permanent or non-biodegradable BMPs after establishment. All non-permanent items must be removed prior to the end of the 1-year warranty period.

L. Restoration Type 2

1. Measurement: Square Foot.

2. Payment: Includes all necessary labor, materials, and equipment to complete the restoration per project plans, details and specifications. Also includes monitoring and maintenance of temporary BMPs through construction and removal of any non-permanent or non-biodegradable BMPs after establishment. All non-permanent items must be removed prior to the end of the 1-year warranty period.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 GENERAL PROGRESS PAYMENT REQUIREMENTS

A. Payment for Work performed shall be in accordance with installed quantities as assessed in comparison to the Schedule of Values. The ENGINEER will verify measurements and quantities. Each activity necessary to manage and complete the Work is identified on the Contract schedules. Each activity will be assigned its respective value, a portion of the Contract Price, as shown on the Schedule of Values (Roll-up) and detailed cost loaded activity schedule. Refer to Section 012900 - Schedule of Values.

B. Payment for all lump sum costs and services incurred on this Agreement shall be based on the earned value of Work accomplished during the reporting period. Earned value is determined by the completion percentage of each activity as determined by the Schedule of Values applied to the total value of the activity. No construction activity shall be deemed 100 percent complete until the CONTRACTOR has completed the physical check out and inspection of the completed Work and has submitted the signed inspection form to the ENGINEER. Refer to Section 012900 – Schedule of Values.

C. Earned value is derived from the current status of the CONTRACTOR Construction Schedule as determined by the monthly schedule status submittals (Reference Section 012900 – Schedule of Values). Each schedule status submittal is reviewed and approved by the ENGINEER prior to the CONTRACTOR obtaining approval for the Summary of Earned Values or quantities installed and the Application for Payment.

3.2 APPLICATION FOR PAYMENT

A. Application for payment shall be on the OWNER’s form and be certified by signature of an Authorized Officer of the CONTRACTOR.

B. The Application for Payment shall contain all necessary references and attachments that substantiate the invoice for progress payment (e.g., certified payrolls, labor reports, progress schedule data, and Summary of Earned Values). It shall substantiate the invoice for progress payment and shall be preceded or accompanied by status data as a condition of payment, in accordance with Section 012900 – Schedule of Values.

3.3 PAYMENT FOR SUPPLIES AND MATERIALS

A. Payment based on the actual cost of supplies, materials and equipment on hand shall be made by the OWNER with or without a paid invoice. "Actual cost" of materials shall be the invoice amount, whether paid or not, and shall not include any costs associated with installation, testing, etc. The CONTRACTOR shall be entitled to payment of the actual cost of supplies, materials and equipment only if he (1) presents an invoice to the OWNER with the application for payment and (2) states in the application for payment that the materials have been delivered and stored in the time and manner specified in the contract between the CONTRACTOR and his Supplier or Subcontractor. If the CONTRACTOR fails to comply with those conditions, the OWNER may withhold payment in accordance with the provisions. The OWNER expressly reserves the right to withhold retention until the CONTRACTOR presents to the OWNER a paid invoice, or some other proof of payment satisfactory to the OWNER, for the OWNER use in verifying the accuracy of the actual cost of the supplies, materials or equipment. If the amount paid does not match the actual cost, the OWNER shall adjust the amount of retention accordingly. Payment for supplies, materials or equipment on hand does not alter the responsibility of the CONTRACTOR for all supplies, materials and equipment until Final Acceptance of the Work.

-END OF SECTION -

SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500 - SUBSTITUTION PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and

Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided in Project Manual, or an alternative acceptable to the Architect.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication, or installation method cannot be provided, if applicable.

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

SUBSTITUTION PROCEDURES 012500 - 2

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project, from ICC-

ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the

Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's

Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS

SUBSTITUTION PROCEDURES 012500 - 3

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days after the Notice of Award. Requests received after that time may be considered or rejected at discretion of

Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

e. Requested substitution will not adversely affect Contractor's construction schedule.

f. Requested substitution has received necessary approvals of authorities having jurisdiction.

SUBSTITUTION PROCEDURES 012500 - 4

Gunlock State Park Improvements Construction

Specifications

g. Requested substitution is compatible with other portions of the Work.

h. Requested substitution has been coordinated with other portions of the

Work.

i. Requested substitution provides specified warranty.

j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 012500

CONTRACT MODIFICATION PROCEDURES 012600 - 1

SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

2. Section 013100 "Project Management and Coordination" for requirements for forms for contract modifications provided as part of web-based Project management software.

1.3 MINOR CHANGES IN THE WORK

A. Engineer will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time.

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Engineer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Engineer are not instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the

Contract Time.

e. Quotation Form: Use forms acceptable to Engineer.

CONTRACT MODIFICATION PROCEDURES 012600 - 2

B. Contractor-Initiated…