2-800 N Area Improvement FINAL ADV Specifications 2026-01-15.pdf

Public Works & Engineering 323 West 700 South

Pleasant Grove, UT 84062

(801) 785-2941

SPECIFICATIONS

for

PLEASANT GROVE CITY

800 NORTH AREA WATERLINE, DRAINAGE

AND ROADWAY RECONSTRUCTION

PROJECT

Utah County, Utah for

PLEASANT PROVE CITY

Prepared by RB&G Engineering January 15, 2026

Pleasant Grove, UT 84062

(801) 785-2941

TABLE OF CONTENTS

00 02 00 Advertisement for Bids 00 10 00 Information for Bidders 00 20 00 Information Required of Bidder 00 30 00 Bid 00 35 00 Bid Bond 00 35 60 Non-Collusion Affidavit 00 36 00 Notice of Award 00 50 00 Agreement 00 51 00 Notice to Proceed 00 57 00 Work Directive Change 00 60 00 Payment Bond 00 61 00 Performance Bond 00 70 00 General Conditions 00 73 14 Supplementary Conditions 00 75 00 Special Provisions 00 99 00 Contract Change Order

DIVISION 1 GENERAL REQUIREMENTS

01 01 90 Contract Considerations 01 25 00 Substitution Procedures 01 30 00 Administrative Requirements 01 31 13 Coordination 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 45 00 Testing and Process Control 01 50 00 Construction Facilities and Temporary Controls 01 55 26 Traffic Regulation 01 60 00 Material and Equipment 01 70 00 Contract Closeout 01 71 13 Mobilization and Demobilization 01 71 23 Construction Layout

CONSTRUCTION STANDARDS

Pleasant Grove Design Standards and Public Improvement Specifications are the governing document for this project. All work to be done in accordance with the latest version of the Pleasant Grove design standards and public improvement specifications.

In the event of discrepancy between Pleasant Grove design standards and public improvement specifications and the contract specifications the contract specifications shall govern.

Where no City Specification or Project Special Provision exists, refer to the current (2025) edition of the APWA Standard Specifications and Plans. The governing ranking in case of a discrepancy is:

1. Special Provisions

2. Pleasant Grove City 2025 APWA Interim Supplemental Specifications and

Supplemental Standard Plans

3. Plans and Detail Sheets

4. Measurement and Payment

5. APWA Manual of Standard Specifications and Standard Plans

6. Pleasant Grove Design Standards and Public Improvement Specifications

Additions to the Pleasant Grove Design Standards and Public Improvement Specifications are as follows, and contained in Section 00 75 00:

01 31 13S – Coordination 01 55 26S – Traffic Control 01 71 23S – Survey Referencing 02 41 13S – Selective Site Demolition 02 41 14S – Pavement Removal 33 11 00S – Water Distribution and Transmission System 32 11 25S – Cement Treated Base Course

The following Pleasant Grove City Interim Supplemental Specifications and Supplemental Plans are as follows, and attached to the contract documents.

Supplemental Specifications 01 55 26M – Traffic Control 03 30 04M – Concrete 03 30 10M – Concrete Placement 31 05 13M – Common Fill 31 11 00M – Site Clearing 31 23 16M – Excavation 31 23 17M – Rock Removal

31 25 00M – Erosion and Sedimentation Control 32 01 13.69R – Micro-Surface Seal 32 05 10M – Backfilling Roadways 32 16 14M – Curb Cut Assembly 32 17 23M – Pavement Markings 33 05 05M – Ductile Iron Pipe 33 05 07M – Polyvinyl Chloride Vinyl Pipe 33 05 20M – Backfilling Trenches 33 08 00M – Commissioning of Water Utilities 33 10 01S – HDPE Pipe For Gravity Installation 33 11 00M – Water Distribution and Transmission 33 11 11M – Relocate Water Meters and Fire Hydrants 33 12 16M – Water Valves 33 12 33M – Water Meter 33 13 00M – Disinfection 33 31 00M – Sanitary Sewerage Systems 33 41 00M – Drainage Systems 33 47 00M – Ponds 34 41 13R – Traffic Signals

Supplemental Plans 110 M – Arrow Diagram for Project Closeout 202 S – Typical Street Intersection and Utility Locations

203.14 – 203.4 S – Typical Sections 204 S – Meandering Sidewalk 211 M – Waterway 215 M – Dip Driveway Approach

221.1 M – Flare Driveway Approach

221.2 M – Flare Driveway Approach

222 M – Saw-Cut Driveway Approach 231 M – Saw-Cut Driveway Approach 238 M – Detectable Warning Surface

240.1 S – 240.3 S – Parking Stall Layout

272 M – Monument Cap and Base 280 S – Standard Cul-De-Sac 281 S – Standard Knuckle 282 S – Flag Lot Plat Requirements Using Common Access 283 S – Flag Lot Plat Requirements Using a Common Stem Access 290 S – Typical Street / Stop Sign Installation Detail

302.1 M – 24” Cover and Frame

308 M – 35 1/2” Grate and Frame

341.1 M – Precast Manhole

341.2 M – Precast Manhole

362 M – Cover Collar for Storm Drains 380 M – Trench Backfill 381 M – Trench Backfill 411 M – Sanitary Sewer Manhole 413 M – Cover Colar for Sanitary Sewer Manhole 431 M – Sewer Lateral Connection 433 M – Pipe Drop 441 M – Grease Trap 505 M – Concrete Meter Boxes 511 M – Fire Hydrant with Valve 517 S – ¾” or 1” Pressurized Irrigation Service Connection 518 S – 1 ½” or 2” Pressurized Irrigation Service Connection 519 – Irrigation Service Connection in Driveway 521 M ¾” and 1” Meter 522 M – 1 ½” and 2” Meter 523 M – 3” and 4” Compound Meter with 2” Bypass 525 M – 6” Compound Meter with 2” Bypass 527 M – 8” Compound Meter with 2” Bypass 541 M – Water Service Line 542 M – Water Service Line Loop

543.1 M – Water Main Line Loop

551 M – ¾” and 1” Service Taps 552 M – 1 ½” and 2” Service Taps 561 M – Direct Bearing Thrust Block 562 M – Tie-Down Thrust Restraints 570 M – Pressurized Irrigation Drains 573 M – 6” Pressure Reducing Valve with 2” Bypass 574 M – Cover Collar for Water Valve Box 621 M – Stationary Head 622 M – Pop-up Head

631.1 M – Backflow Preventer

631.2M – Backflow Preventer 633 M – Control Valve 690 S – Trash Enclosure 705 S – Street Light Placement

DOCUMENTS 00 02 00

ADVERTISEMENT FOR BIDS

Owner: PLEASANT GROVE CITY Address: 70 SOUTH 100 EAST

PLEASANT GROVE, UT 84062

Separate Bids for the Construction of the Pleasant Grove City 800 North Area Waterline, Drainage and Roadway Reconstruction Project will be received by Pleasant Grove City online through the Utah Public Procurement Place (U3P Bonfire Hub, formerly Sciquest) website until 2:00 p.m., Tuesday, February 3, 2026.

The principal items of work are approximately as follows: The Work of this Contract consists of replacement of existing culinary waterline and services, pressurized irrigation services, select areas of sidewalk and curb and gutter, pedestrian access ramp, and reconstruction of the pavement section on 800 North from North County Blvd. to 1300 West, 680 North from North County Blvd. to 1570 West, 1570 West from Garden Drive to 800 North, 1550 West from 540 North to 800 North, 540 North and 600 North from 1550 West to 1300 West, and 1370 West from 600 North to 690 North.

A non-mandatory pre-bid conference will be held at the Pleasant Grove City Community Center meeting room Tuesday, January 20, 2026 at 10:00 a.m. An opportunity for a joint site visit will follow the meeting. The purpose of this conference will be to discuss questions bidders may have on the project and clarify the intent of the plans and specifications.

Plans will be available January 15, 2026 online through the Utah Public Procurement Place (U3P) website at https://utah.bonfirehub.com/.

The CONTRACT DOCUMENTS, consisting of Advertisement for Bids, Information for Bidders, Bid, Bid Bond, Agreement, Payment Bond, Performance Bond, Notice of Award, Notice to Proceed, Change Order, General Conditions, Supplemental General Conditions, Specifications, Drawings, and Addenda, may be obtained through the website listed above.

All BIDDERS are required to have payment and performance bonds underwritten by a Surety Company approved by the U.S. Department of the Treasury. (Circular 570, latest edition). In order to be considered a qualified bidder, the general contractor must have their E100 License, and have completed 5 projects of similar size and scope in the last 5 years, and provide references. See Section 00 73 14 for insurance requirements.

OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY OR ALL PROPOSALS, OR ANY PART OF ANY PROPOSAL. OWNER RESERVES THE RIGHT TO WAIVE ANY INFORMALITY IN PART OR IN WHOLE IF IT IS

DEEMED TO BE IN THE BEST INTEREST OF OWNER.

Owner: Pleasant Grove City By: Britton Tveten Title: Capitol Projects Manager Date: January 15, 2026

+ + END OF ADVERTISEMENT FOR BIDS + +

https://utah.bonfirehub.com/

DOCUMENT 00 10 00

INFORMATION FOR BIDDERS

Bids will be received by Pleasant Grove City, (herein called the "OWNER"), online through the Utah Division of Purchasing and General Services at the website purchasing.utah.gov, until 2:00 p.m., Tuesday, February 3, 2026.

Each BID must be submitted through the website purchasing.utah.gov. All required bid forms and documents shall be submitted electronically.

These instructions are to be considered with and made a part of the contract.

All BIDS must be made on the required BID form (Document 00 30 00) and submitted electronically.

The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER.

BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the Bid Schedule by examination of the site and a review of the plans and specifications including Addenda. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of work or of the nature of the work to be done.

The CONTRACT DOCUMENTS contain the provisions required for the construction of the project. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR or relieve him from fulfilling any of the conditions of the Contract.

Each BID must be accompanied by a Bid Bond payable to the OWNER for five (5) percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the bonds of all except the three lowest responsible BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The Bid Bond of the successful BIDDER will be retained until the Payment Bond and Performance Bond have been executed and approved, after which it will be returned. A certified check may be used in lieu of a Bid Bond.

A Performance Bond and a Payment Bond, each in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the U.S. Department of the Treasury (Circular 570, latest edition) will be required for the faithful performance of the contract.

Attorneys-in-fact who sign Bid Bonds or Payment Bonds and Performance Bonds must file with each bond a certified and effective dated copy of their power of attorney.

The party or parties to whom the contract is awarded will be required to execute the Agreement and obtain the Performance Bond and Payment Bond within ten (10) calendar days from the date when Notice of Award is delivered to the bidder. The Notice of Award shall be accompanied by the necessary Agreement and bond forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may at his option consider the BIDDER in default, in which case the Bid Bond accompanying the proposal shall become the property of the OWNER.

The OWNER within ten (10) days of receipt of acceptable Performance Bond, Payment Bond, and Agreement signed by the party to whom the Agreement was awarded will sign the Agreement and return to such party an executed duplicate of the Agreement. Should the OWNER not execute the Agreement within such period, the BIDDER may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.

The Notice to Proceed will be issued within ten (10) days of the execution of the Agreement by the OWNER. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual agreement between the OWNER and CONTRACTOR. If the Notice to Proceed has not been issued within the ten (10) day period or within the period mutually agreed upon, the CONTRACTOR may terminate the Agreement without further liability on the part of either party.

The OWNER may make such investigations as he deems necessary to determine the ability and character of the BIDDER to perform the work, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER in any way that such BIDDER is properly responsible and qualified to carry out the obligations of the Agreement and to complete the work contemplated therein.

A conditional or qualified BID will not be accepted.

All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout.

Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to his BID.

Bidders are cautioned that they must inform themselves of the character of the work to be performed under this contract and that a deviation to any extent either way may be made from the approximate quantities, which are stated for the purpose of showing the class of work required and as a basis for determining the amount of the bid, but not to fix the amount of work to be done.

The Contractor will be paid for work actually done at the unit prices bid, regardless of differences in the estimated quantities listed in the bid proposal and the actual quantities.

Final payments will be based on quantities in place, measured or determined by the Engineer at the site where work has been constructed or accomplished.

Award will be made to the lowest responsive, responsible BIDDER, for each schedule.

When a proposal is made by a firm, the firm name, and also the individual name(s) of the member(s) of the firm must be signed in full.

No alterations by erasure will be allowed and permission will not, in any case, be given for the withdrawal, modifications, or explanation of any bid.

The Owner reserves the right to reject any and all proposals and to waive any informality or defects in the proposal received.

Transfers of contract, or of interest in contracts, are prohibited. The General Contractor will be responsible for all subcontractors.

A non-mandatory pre-bid conference will be held in person at the Pleasant Grove City Community Center meeting room on Tuesday, January 20, 2026 at 10:00 a.m. MST.

Detailed instructions about attending the online meeting can be obtained through the Utah Supplier Portal website at purchasing.utah.gov in a document labeled “online pre-bid meeting instructions”.

The purpose of this conference will be to discuss questions bidders may have on the project and clarify the intent of the Plans and Specifications.

All proposals shall be made and received with the express understanding that the bidder accepts the terms and conditions contained in the complete contract bound herewith.

Neither the Engineer nor Owner shall be held responsible for any oral instructions. Any changes to the Plans and Specifications will be in the form of a written Addendum which will be furnished to all plan holders through the website purchasing.utah.gov.

Additional information can be obtained prior to submitting your bid by submitting questions through the website purchasing.utah.gov. No questions will be answered through phone calls or office visits.

DOCUMENT 00 20 00

INFORMATION REQUIRED OF BIDDER

GENERAL INFORMATION

The bidder shall furnish the following information. Failure to comply with the requirement may render the BID nonresponsive and may cause its rejection. Additional sheets shall be attached as required.

(1) Contractor's name and address:

(2) Contractor's telephone number:

(3) Contractor's license: Primary classification:

State License No.:

Supplemental classifications held, if any:

(4) Number of years as a contractor in construction work of this type:

(5) Names and titles of all officers of contractor's firm:

(6) Name of person who inspected site of proposed work for your firm:

Name: Date of Inspection:

NOTE: THE FOLLOWING INFORMATION SHALL BE PROVIDED AS SEPARATE ATTACHMENTS

AND SHALL BE SUBMITTED WITH BID.

(7) Name and telephone number of surety company and agent who will provide the required bonds on the contract:

Name: Telephone:

(8) Individual experience resume of person who will be designated chief construction superintendent.

(9) List of subcontractors and major suppliers anticipated to be utilized during the contract.

(10) The bidder must demonstrate the ability to perform at least thirty (30) percent of the work without subcontracting and complete the project within the specified time frame. Information on the bidder's ability to staff the project, both in the field and in his office, and the bidder's ability to directly supply major construction equipment to the project shall be submitted for review with the bidder's proposal.

(11) List of completed projects similar in nature to this project, including a reference list of at least five (5) construction contracts completed by the Contractor during the last five (5) years involving work of similar type, and complexity and the most recently completed project. This list shall include the following information for each project as a minimum:

- Name, address and telephone number of owner

- Contract amount

- Name of Project - Date of completion of contract

- Name, address and telephone number project engineer

- Brief description of the work involved, size, length, etc.

- Amount of change.

NOTE: THE FOLLOWING INFORMATION SHALL BE PROVIDED AS SEPARATE ATTACHMENTS

AND SHALL BE SUBMITTED UPON REQUEST OF THE OWNER, PRIOR TO AWARDING BID.

(12) A notarized and verified financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of contractor's current financial condition.

DOCUMENT 00 30 00

BID

PLEASANT GROVE CITY 800 NORTH AREA WATERLINE, DRAINAGE, AND ROADWAY

RECONSTRUCTION PROJECT

Date

Proposal of _______________________________________(hereinafter called "BIDDER", organized and existing under the laws of the State of Utah, doing business as _________________________.

* *Insert "a corporation", "a partnership", or "an individual" as applicable. To Pleasant Grove City (hereinafter called "OWNER").

In compliance with the Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of Pleasant Grove City 800 North Area Waterline, Drainage and Roadway Reconstruction Project in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below.

By submission of this BID, each BIDDER certifies, and in the case of a joint BID, each party thereto certifies as to his own organization that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.

BIDDER hereby agrees to commence work under this contract with the following milestone dates:

All asphalt paving work shall be completed no later than October 1st, 2026. Contractor shall achieve substantial completion no later than October 15th, 2026. Substantial completion includes all paving, concrete flatwork, utility work, adjusting manholes and valves to finished grade, signing and striping, and any other work that prevents full and complete use of the roadway, sidewalk areas, and driveways by the general public. Contractor shall achieve final / physical completion no later than November 5, 2026.

An early completion bonus of $75,000 will be awarded if the project is substantially complete and fully open to the public by the end of day on September 15, 2026 AND physical completion is achieved by October 15, 2026. This milestone completion date incentive applies only if both Schedule 1 and Schedule 2 are awarded. If this early completion milestone is not achieved, no portion of the early completion bonus will be awarded.

BIDDER further agrees to pay as liquidated damages, the sum of $1,500 per day for each consecutive calendar day after the milestone is missed until the milestone is met, as provided in section 15 of the General Conditions. In no case shall liquidated damages exceed $1,500 per day.

BIDDER acknowledges receipt of the following ADDENDA:

The BIDDER agrees to perform all the work described in the specifications and shown on the plans for the following BASE BID AMOUNT (Figures are to be typewritten or clearly and legibly printed in ink.):

The BIDDER agrees that this bid shall be good and may not be withdrawn for 60 calendar days as stated in the specifications after the scheduled closing time for receiving bids. The BID unit prices shall include all labor, materials, mobilization, rentals, trench dewatering, shoring, removal, overhead, profit, insurance, sales tax, other applicable taxes and fees, etc., to cover the finished work of the several kinds called for.

Upon receipt of written notice of the acceptance of this bid, BIDDER will execute the formal contract attached within 10 days and deliver a Surety Bond or Bonds as required by the General Conditions. The bid security amounting to five (5) percent of the base bid is hereby attached in the sum of ($ _________________) and is to become the property of the OWNER in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the OWNER caused thereby.

SCHEDULE OF VALUES – BID SCHEDULES. The City desires to award as many schedules as possible with the available funding. The award priority is the Base Bid, then Alt. 1 The City reserves the right to award or not award any combination of bid schedules as determined to be in the best interest of the City. For a responsive bid, write in the unit price for each item, multiply by the respective units, and total for the total price. The price shown for each bid item shall include all necessary materials and Quality Control (QC) sampling and testing, including by an independent third-party laboratory where necessary, to achieve contract requirements. The City reserves the right to provide Quality Assurance / Acceptance (QA) testing by an independent third-party laboratory for some or all pay items as determined to be in the best interest of the City.

ITEM PLAN

SYM. QTY UNIT DESCRIPTION PRICE AMOUNT

1 - 1 LUMP MOBILIZATION AND DEMOBILIZATION

2 - 1 LUMP CONSTRUCTION TRAFFIC CONTROL

3 - 1 LUMP SURVEY

4 - 1 LUMP PUBLIC INVOLVEMENT AND INFORMATION

SERVICES

5 101 1 LUMP TEMPORARY CONTROLS AND BMPS

6 102 400 SQ YD REMOVE CONCRETE FLATWORK

(Includes Sidewalk, Driveways, Ped Ramps, C&G)

7 103 175 SQ YD REMOVE CONCRETE WATERWAY

8 104 24730 SQ YD REMOVE ASPHALT PAVEMENT (PLAN QUANTITY)

9 105 500 CU YD GRANULAR BORROW (Soft Spot Repair)

10 106 500 CU YD OVER EXCAVATION (Soft Spot Repair)

SCHEDULE 1 – 800 NORTH AREA BASE BID

11 107 2600 TON UNTREATED BASE COURSE (SUPPLEMENTAL)

12 108 52 TON CEMENT

13 109 24730 SQ. YD. CEMENT TREAT BASE COURSE (8 Inch Thick)

14 110 4760 TON HMA - 1/2 INCH (PG 64 -34)

15 111 200 SQ YD MONOLITHIC CURB & GUTTER AND SIDEWALK

16 112 175 SQ YD CONCRETE WATERWAY

17 113 14 EACH PEDESTRIAN ACCESS RAMP

18 114 54 EACH RECONSTRUCT VALVE BOX

19 115 33 EACH RECONSTRUCT MANHOLE

20 216 1 EACH 6 INCH RESILIENT WEDGE GATE VALVE

21 204 35 EACH 8 INCH RESILIENT WEDGE GATE VALVE

22 205 10 EACH 8 INCH 45° BEND

23 206 12 EACH 8 INCH 11.25° OR 22.5° BEND

24 207 21 EACH 8 INCH TEE

25 208 4 EACH 8 INCH TO 6 INCH REDUCER

26 209 5650 FOOT 8 INCH C900, DR-18 PVC WATERLINE PIPE

27 210 1 LUMP CUT, CAP, & AND ABANDON WATERLINE

28 202 12 EACH REPLACE FIRE HYDRANT

29 213 26 EACH 1 INCH BRASS TAPPING SADDLE

30 212 61 EACH 2 INCH BRASS TAPPING SADDLE

31 211 61 EACH 2 INCH CULINARY SERVICE MANIFOLD WITH (4) 1

INCH SERVICES

32 214 99 EACH 1 INCH PRESSURIZED IRRIGATION SERVICE LINE

33 217 1 EACH 4 INCH PRESSURIZED IRRIGATION DRAIN

34 218 1 EACH PRESSURIZED IRRIGATION BLOW OFF

35 215 26 EACH RECONSTRUCT CULINARY WATER SERVICE

SUBTOTAL SCHEDULE 1 – 800 NORTH AREA BASE BID $

36 - 1 LUMP MOBILIZATION AND DEMOBILIZATION

37 - 1 LUMP CONSTRUCTION TRAFFIC CONTROL

38 - 1 LUMP SURVEY

39 - 1 LUMP PUBLIC INVOLVEMENT AND INFORMATION

SERVICES

40 101 1 LUMP TEMPORARY CONTROLS AND BMPS

41 102 400 SQ YD REMOVE CONCRETE FLATWORK

(Includes Sidewalk, Driveways, Ped Ramps, C&G)

42 103 115 SQ YD REMOVE CONCRETE WATERWAY

43 104 12208 SQ YD REMOVE ASPHALT PAVEMENT (PLAN QUANTITY)

44 105 500 CU YD GRANULAR BORROW (Soft Spot Repair)

SCHEDULE 1 continued – 800 NORTH AREA BASE BID

SCHEDULE 2 – 540 NORTH TO 1570 WEST AREA ADDITIVE ALT. 1

45 106 500 CU YD OVER EXCAVATION (Soft Spot Repair)

46 107 1275 TON UNTREATED BASE COURSE (SUPPLEMENTAL)

47 108 26 TON CEMENT

48 109 12208 SQ. YD. CEMENT TREAT BASE COURSE (8 Inch Thick)

49 110 2025 TON HMA - 1/2 INCH (PG 64 -34)

50 111 250 SQ YD MONOLITHIC CURB & GUTTER AND SIDEWALK

51 116 80 SQ YD CONCRETE DRIVEWAY 6 INCHES THICK

52 112 115 SQ YD CONCRETE WATERWAY

53 113 8 EACH PEDESTRIAN ACCESS RAMP

54 114 37 EACH RECONSTRUCT VALVE BOX

55 115 11 EACH RECONSTRUCT MANHOLE

56 204 22 EACH 8 INCH RESILIENT WEDGE GATE VALVE

57 205 1 EACH 8 INCH 45° BEND

58 206 9 EACH 8 INCH 11.25° OR 22.5° BEND

59 207 8 EACH 8 INCH TEE

60 208 2 EACH 8 INCH TO 6 INCH REDUCER

61 209 2700 FOOT 8 INCH C900, DR-18 PVC WATERLINE PIPE

62 210 1 LUMP CUT, CAP, & AND ABANDON WATERLINE

63 202 5 EACH REPLACE FIRE HYDRANT

64 213 54 EACH 1 INCH BRASS TAPPING SADDLE

65 214 54 EACH 1 INCH PRESSURIZED IRRIGATION SERVICE LINE

66 215 54 EACH RECONSTRUCT CULINARY WATER SERVICE

67 1 LUMP EARLY COMPLETION BONUS $75,000 $75,000

SUBTOTAL SCHEDULE 2 – 540 NORTH TO 1570 WEST AREA ADDITIVE ALT. 1 $

TOTAL OF ALL SCHEDULES $

SCHEDULE 2 continued – 540 NORTH TO 1570 WEST AREA ADDITIVE ALT. 1

PART 2 MEASUREMENT AND PAYMENT

GENERAL

It is the intent of this part of the Contract Document to cover all work and materials necessary for constructing a complete, ready for continuous use roadway. Unless otherwise provided in the specifications, payment for work items for which no bid item specifically provides for separate measurement and payment shall be made as a part of the price shown on the bid that such item most nearly accommodates.

Payment for installed piping will not be approved until the compaction, pressure testing, and where applicable video and BacT testing requirements have been met. If the specified testing requirements have not been met, piping will only eligible for payment of 90 percent of the invoice price of the in-place material until passing tests are achieved.

BID SCHEDULE

Payment for all items shall be full compensation for furnishing and installing the item designated including all excavation, backfill, compaction, compaction testing, concrete testing, asphalt testing, dewatering, testing, flushing, permits, removing and disposal of waste material, dust control, removal and replacement of signs and mailboxes, etc. Where specifically identified on the plans or in the construction documents, the contractor shall install owner furnished material. Prices for each item include the associated required third-party quality control testing at the specified frequencies. The City may elect to utilize contractor’s quality control tests for acceptance, or may elect to provide independent acceptance testing for some or all pay items as determined to be in the best interest of the City.

LANDSCAPE RESTORATION

Landscape restoration is incidental to any pay item that impacts adjacent landscaping. It is anticipated this will include at least concrete sidewalk, pedestrian access ramps, reconstruction of water and culinary meter service boxes and service laterals, and replacement of fire hydrants. Prices for each item include the associated labor, equipment, and materials required to restore landscaping to pre-project conditions using materials of equal or better quality than existing materials.

GENERAL ITEMS

Item 1. Mobilization and Demobilization Item 36. Mobilization and Demobilization

a. APWA Standard Specification Reference: Section 01 71 13.

Do not exceed 10% of the total contract dollar amount.

b. Measurement: Lump Sum.

c. Payment Covers: Cost of mobilization, demobilization, installation of temporary facilities, site pre-construction video (digital recording is acceptable), and all necessary permits from applicable entities (Pleasant Grove City) and bringing all necessary construction equipment to the site.

d. Includes all necessary coordination with the Owner, Owner’s Public Involvement Consultant, Engineer, Utilities, Private Property Owners, Business Owners etc.

e. Includes periodic public information meetings with the engineer, the owner, and the owner’s public involvement representative, as needed to address questions and concerns about the project during construction.

f. Includes obtaining City Land Disturbance Permit, and City Right-of-Way Permit. The City will waive the permit fees for these permits.

g. Includes obtaining UDOT Encroachment permit for work on North County Blvd., and along State Street if the contractor elects to include that as part of the signed detour route.

h. Payment will be made on a percentage basis as follows:

Cumulative Percent of Original* Contract Amount Earned

Percent of Amount Bid for Mobilization to be Paid

5 30

20 25

60 25

90 10 Final 10 percent held until completion of punch list items, and final site clean-up has been performed.

*Original contract is defined as the dollar value of all awarded bids at the time notice to proceed is issued.

i. First mobilization payment will not be released until a copy of the pre-construction video recording is received by the engineer.

Item 2. Construction Traffic Control Item 37. Construction Traffic Control

a. APWA Standard Specification Reference: Section 01 55 26, Project Special Provision Reference: Section 01 55 26.

b. Measurement: Lump Sum.

c. Payment Covers: Costs associated with all materials, labor, equipment, rental costs, VMS boards, barricades, flagging, standard MUTCD and custom static signs, temporary striping, trench plating, driveway plating, temporary pavement widening if required for maintenance of traffic, detours, and any incidentals to safely control traffic in accordance with the most recent version of the Manual of Uniform Traffic Control Devices (MUTCD). This item also includes pedestrian traffic control to provide and maintain pedestrian and residence access, and ensure pedestrian safety, and additional signing as needed to maintain business access throughout the project as required by the contract documents.

d. Price includes all costs to have traffic control plans prepared and stamped by a professional engineer licensed in the State of Utah, and approved by the owner and engineer. No additional payment will be made to revise plans to comply with the MUTCD, or for supplemental sheets needed for specific locations.

e. Payment is prorated by the total dollar amount of work completed at the time the partial estimate is processed as a percentage of the original contract amount.

f. Payment includes all materials (trench plates, untreated base course, temp HMA, etc.) necessary to maintain water line trench surfacing until the final HMA surface course is placed.

Item 3. Survey Item 38. Survey

a. APWA Standard Specification Reference: Section 01 71 34 Project Special Provision Reference: Section 01 71 34.

b. Measurement: Lump Sum.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to conduct construction surveying and staking as required within the limits of construction as shown on the project plans. Payment will be made on a prorated percentage basis for actual work completed as a percentage of the original contract amount. The final 10 percent will be held until all as-built documents and plans are received.

d. Price includes staking limits of disturbance throughout the project corridor at a spacing not to exceed 50 feet. Limits of disturbance stakes shall be labeled with project stationing for reference throughout construction. Disturbed or removed project stationing reference staking shall be replaced by the contractor at no additional cost to the project.

e. If contractor elects to utilize machine controls / GPS for line and grade control, contractor shall provide either a rover unit for the Engineer’s use set-up and calibrated to project survey control, or a rover with a operator / laborer to verify grade at each milestone (subgrade, top of base course, curb and gutter stringline, etc.)

f. Preparation and submittal of as-built plans to the engineer, together with electronic versions in PDF and the most recent AutoCAD formats. As-builts will include XYZ coordinates to 0.01 foot accuracy for any deviations from plan lines and grades, and coordination with Pleasant Grove City crews that will obtain GIS open trench shots on all pipes and conduits, valves, manholes, tees, bends, alignment changes, existing utility crossings encountered, catch basins, junction boxes, future use conduits, and utility stub ends, and daily at the beginning and end of work for longitudinal installations. Coordinate City GIS needs with Jason Poulson (801-234-9344).

Item 4. Public Involvement and Information Services Item 39. Public Involvement and Information Services

a. APWA Standard Specification Reference: Section 01 31 13 Project Special Provision Reference: Section 01 31 13S.

b. Measurement: Lump Sum.

c. Payment Covers: Cost of carrying out responsibilities of the Contractor Public

Information Coordinator for the length of the project which includes but is not limited to: Providing a public information representative, attending the project public open house prior to the start of construction, coordination with the City’s public information consultant (which may be third-party), providing weekly updates of the project schedule and anticipated active work locations, daily communication with Engineer, weekly documentation of affected entities along the roadway, developing a database of stakeholder information and documenting both outgoing public notices and incoming comments, questions, or complaints and coordinating with the City’s public information representative to ensure these are responded to and resolved timely, attending weekly coordination and partnering meetings, distribution of project information to stakeholders and other affected entities, and forwarding all media inquiries to the proper personnel.

ROADWAY ITEMS

Item 5. Temporary Controls and BMP’s Item 40. Temporary Controls and BMP’s

a. APWA Standard Specification Reference: Section 01 57 00.

b. Measurement: Lump Sum

c. Payment Covers: All costs for labor, materials, equipment, appurtenances, and maintenance required to furnish, install, maintain, and remove all temporary environmental controls and best management practices (BMPs).

No NOI is required for this project. Price includes preparation and obtaining approval for SWPPP plans meeting City MS4 requirements, application for, and obtaining SWPPP permit if applicable, and all surface and subsurface temporary controls and removal thereof upon completion of the project, and SWPPP inspections, performing and submitting weekly SWPPP/MS4 Inspections. Includes erosion control, sediment control, watering and dust control, control and cleanup of offsite tracking of dirt and other construction debris, Eco-Pan (or equivalent) concrete washout locations, temporary mulch / soil stabilization, silt fence, inlet barriers (witches hats), and minimizing airborne dust using watering methods agreed upon by the Engineer. All sources of dust generated by construction must be watered regularly throughout the project, at a sufficient frequency to control fugitive dust.

City will furnish water at no cost to the contractor, other than the hydrant meter rental fee.

Item 6. Remove Concrete Flatwork (Includes Sidewalk, Driveways, Ped Ramps, C&G) Item 41. Remove Concrete Flatwork (Includes Sidewalk, Driveways, Ped Ramps, C&G)

a. APWA Standard Specification Reference: Section 02 41 13.

b. Measurement: Square Yard.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to saw-cut as needed, break-up, excavate, and properly dispose of existing concrete material as shown on plans.

d. Landscape restoration is incidental to this item.

Item 7. Remove Concrete Waterway Item 42. Remove Concrete Waterway

a. APWA Standard Specification Reference: Section 02 41 13.

b. Measurement: Square Yard.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to saw-cut as needed, break-up, excavate, and properly dispose of existing concrete material and reinforcing steel as shown on plans.

d. Landscape restoration is incidental to this item.

Item 8. Remove Asphalt Pavement (Plan Quantity) Item 43. Remove Asphalt Pavement (Plan Quantity)

a. APWA Standard Specification Reference: Section 02 41 14.

Project Special Provision Reference: Section 02 41 14S.

b. Measurement: Square Yard, by Plan Quantity.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to saw-cut as needed, break-up, excavate, or rotomill, and properly dispose of existing asphalt concrete pavement as shown on plans.

d. Existing asphalt ranges from approximately 2 inches to 4 inches thick, with a typical average thickness of 3 inches. See Special Provision 02 41 14S. No payment adjustment will be made for localized deviations between 1 inches and 5 inches thick, or where localized deviations are than 100 feet long.

e. In the event extensive areas of asphalt thicker than 5 inches are encountered and must be removed, the limits will be measured and documented, and payment will be made using an equivalent area of 3 inch nominal remove asphalt pavement.

Item 9. Granular Borrow (Soft Spot Repair) Item 44. Granular Borrow (Soft Spot Repair)

a. APWA Standard Specification Reference: Section 31 05 13.

b. Measurement: Cubic Yard, calculated by actual horizontal area multiplied by the depth directed by the engineer.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install granular borrow as embankment where directed by Engineer to mitigate soft subgrade. Price includes compaction.

d. This item applies as shown on the plans and as directed by the engineer to mitigate soft subgrade conditions not resulting from Contractor actions causing shear failure (pumping) in the subgrade.

Item 10. Over Excavation (Soft Spot Repair) Item 45. Over Excavation (Soft Spot Repair)

a. APWA Standard Specification Reference: Section 31 23 16.

b. Measurement: Cubic Yard, calculated by actual horizontal area multiplied by the depth directed by the engineer.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to excavate to subgrade elevation where directed by Engineer to mitigate soft subgrade, and place all suitable excavated material as embankment. Price includes compaction or disposal of all unsuitable excavated material.

d. This item applies as shown on the plans and as directed by the engineer to mitigate soft subgrade conditions not resulting from Contractor actions causing shear failure (pumping) in the subgrade.

Item 11. Untreated Base Course (Supplemental) Item 46. Untreated Base Course (Supplemental)

These are contingency items, the quantity may be increased, decreased, or not-used depending on field conditions encountered.

a. APWA Standard Specification Reference: Section 32 11 23.

b. Measurement: Ton, where required to achieve plan lines and grades in roadway pavement areas, or as directed by the engineer.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and place untreated base course to the lines and grades in roadway pavement areas as shown on the project plans.

d. This item does not apply to untreated base course placed to maintain waterline trenches.

d. Price includes compaction. Provide copies of the weight tickets to the engineer on a daily basis.

e. Trucking, weight tickets, and stockpiles for supplemental untreated base course must be kept separate from untreated base course brought on to the project for any other project work item where untreated base course is required.

Item 12. Cement Item 47. Cement

a. Project Special Provision Reference: Section 32 11 25S

b. Measurement: Ton, at the specified mixing rate per the approved mix design.

Contractor shall submit daily weight tickets and tabulations for tons delivered and application areas.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and deliver cement powder for use in cement treating the existing untreated base course.

Item 13. Cement Treat Base Course (8 Inch Thick) Item 48. Cement Treat Base Course (8 Inch Thick)

a. Project Special Provision Reference: Section 32 11 25S

b. Measurement: Square Yard

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to cement treat new or existing untreated base course and/or suitable granular sub-base to the specified depth and application rate with cement as determined by the contractors cement treated base course mix design. Cement is paid for separately.

d. Price includes installing cement, mixing, moisture conditioning, curing, compaction and grading to line and grade in the project plans.

e. Price covers mix design preparation by a third-party materials laboratory, including sampling of existing on site base and sub-base, proposed new base course and blends, and all other work and preparation necessary to develop and obtain approval of the mix design; and performing verification sampling and testing during and after placement to ensure the in-place cement treated base meets specification requirements.

Item 14. HMA - ½ Inch Item 49. HMA - ½ Inch

a. APWA Standard Specification References: Sections 32 12 05 and 32 12 16 PG 64 -34 DM – 1/2, (Ni=7; Nd=75; Nf=115).

b. Measurement: Ton, in place. Submit weight tickets to the engineer daily.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install ½ inch HMA at the specified thickness, lines and grades shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, compaction and materials testing, etc.

d. Price includes Contractor hired independent testing laboratory for asphalt mix testing, and asphalt coring to determine density and thickness in accordance with APWA Standard Requirements

e. Price includes obtaining mix design approval from the Engineer for which ever binder is selected. UDOT verified and approved mix designs using the specified binder will be considered acceptable for use. The same mix from the same supplier must be provided for roadway pavement for the entire project.

f. Price includes all costs to perform roughness profilograph, and corrective grinding where necessary to meet APWA Section 32 01 31 specification tolerances.

Item 15. Monolithic Curb & Gutter and Sidewalk Item 50. Monolithic Curb & Gutter and Sidewalk

a. APWA Standard Specification Reference: Section 32 16 13.

b. Measurement: Square Yard, the area measured for payment is inclusive from the lip of gutter to the back of walk. Where localized replacements include curb and gutter and sidewalk, these will be placed separately to match existing adjacent panels, but measured and paid together using this item.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install monolithic curb & gutter and concrete sidewalk, at the lines and grades shown on the plans.

d. Price includes excavation, and untreated base course.

e. Sidewalk placed across concrete driveways or within pedestrian access ramps is included in those items, and not paid separately.

f. Landscape restoration is incidental to this item.

Item 51. Concrete Driveway – 6 Inch Thick

a. APWA Standard Specification Reference: Section 32 16 13.

b. Measurement: Square Yard. Measurement includes from the lip of gutter to the back of sidewalk through the driveway approach placed monolitically.

required to furnish and install the specified thickness of concrete flatwork for concrete driveways and drive approaches at the geometry, line, and grade specified.

d. Payment includes excavation, and untreated base course.

e. Landscape restoration is incidental to this item.

Item 16. Concrete Waterway Item 52. Concrete Waterway

a. APWA Standard Specification Reference: Section 32 16 13.

b. Measurement: Square Yard.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install concrete waterway and concrete waterway transitions, at the lines and grades shown on the plans.

d. Price includes excavation, untreated base course, and reinforcing steel.

e. Measurement extends to the TBC for waterway transitions (frogs) which are place monolithically with the gutter pan around the corner radius.

Item 17. Pedestrian Access Ramp Item 53. Pedestrian Access Ramp

a. APWA Standard Specification Reference: Section 32 16 14.

b. Measurement: Each. Where curb and gutter and sidewalk is monolithic the area measured is inclusive from the lip of gutter to the back of walk.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install pedestrian access ramp, at the lines and grades shown on the plans.

d. Price includes excavation, and untreated base course, and truncated dome panels, and placement of the curb and gutter separate (not monolithic) with the pedestrian ramp.

e. When no waterways is present the pedestrian access ramp includes the area from the lip of curb to the back of sidewalk or curb wall if required to retain landscaping, and extending to the top of the nominal ramp as labeled on the plans.

f. When the pedestrian ramp is placed adjacent to a waterway the pedestrian access ramp includes the area from the top back of curb to the back of sidewalk or curb wall if required to retain landscaping, and extending to the top of the nominal ramp.

g. Landscape restoration is incidental to this item.

Item 18. Reconstruct Valve Box Item 54. Reconstruct Valve Box

a. APWA Standard Specification Reference: Section 33 05 14

b. Measurement: Each. This item applies to all valves boxes whether placed as new valve boxes, or existing valve boxes that must be adjusted to match the finished roadway surface.

required to adjust the water valve box to grade, including but not limited to:

furnishing and installing valve box extensions, untreated base course, and fiber reinforced concrete collar, and rebar hoop. Price includes precision circular pavement saw cut to adjust valve can to finished grade.

d. Price includes vac cleaning the valve box all the way to the top of the valve assembly so that the valve nut is fully exposed, prior to achieving project completion to remove all sediment, trash, and debris, regardless of whether it existed prior, or occurred as part of construction.

e. No additional payment will be made for valve boxes that must be re-set to be plumb and true above the valve nut.

Item 19. Reconstruct Manhole Item 55. Reconstruct Manhole

a. APWA Standard Specification Reference: Section 33 05 14

b. Measurement: Each.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to reconstruct the manhole and adjust it to final grade at the location and grades shown, including but not limited to: salvage and re-use of the existing ring and cover, excavation, temporary shoring, dewatering if necessary, backfill, compaction, shims, grade rings, plastic form and precision circular hole sawing, and fiber reinforced concrete collar, and rebar hoop.

d. Price includes vac cleaning the manhole prior to achieving project completion to remove all sediment, trash, and debris, regardless of whether it existed prior, or occurred as part of construction.

e. Price includes invert covers to protect troughs and pipes from the time the manhole is lowered until the final pavement surface is placed.

CITY UTILITIES

Item 20. 8 Inch Resilient Wedge Gate Valve Item 21. 8 Inch Resilient Wedge Gate Valve Item 56. 8 Inch Resilient Wedge Gate Valve

a. APWA Standard Specification Reference: Section 33 12 16.

b. Measurement: Each.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install a new resilient wedge gate valve of the specified size onto a new or existing pipe.

d. Price includes exposing the connection location to verify pipe size and material type, and identify existing utilities that must be protected, protecting existing utility facilities, and coordinating with conflicting utilities for needed relocations if any.

e. Price includes saw cutting, excavation, temporary shoring, dewatering, trench stabilization (if necessary), adapters, mechanical joint restraints, imported bedding and backfill material where required by City specification, compaction of bedding and backfill materials, traffic rated cast iron valve box, lid, and riser.

f. The tee on the main line, and adjusting the completed water valve box to grade will be paid separately.

Item 22. 8 Inch 45° BEND Item 57. 8 Inch 45° BEND Item 23. 8 Inch 11.25° or 22.5° BEND Item 58. 8 Inch 11.25° or 22.5° BEND Item 24. 8 Inch Tee Item 59. 8 Inch Tee Item 25. 8 Inch to 6 Inch Reducer Item 60. 8 Inch to 6 Inch Reducer

a. APWA Standard Specification Reference: Section 33 11 00.

b. Measurement: Each.

c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install the…