1-Foothill-Canyon University SD Crossing Bid Documents.pdf
PDF 5 MB Posted
- Solicitation number
- PR2026001037
- Issued by
- Utah
About this file
Foothill-Canyon SD Phase 1 - Crossing University Avenue Bid Documents
This is a complete set of bid documents for a construction contract issued by Provo City Corporation for the Foothill-Canyon SD Phase 1 project involving the crossing of University Avenue in Provo, Utah. The scope of work includes installation of storm drain infrastructure consisting of 36-inch reinforced concrete pipe (both Class III and Class IV), storm drain manholes (60-inch and 84-inch diameter), a 2-inch fiber optic loop, concrete sidewalks, curb and gutter, waterway construction, asphalt concrete pavement, and associated roadway excavation and grading. The project is divided into two schedules: Schedule A with a substantial completion date of April 30, 2027, and Schedule B with a substantial completion date of May 31, 2027, with the overall project completion date of May 31, 2027. Bidders were required to submit bids by 2:00 p.m. on Wednesday, October 14, 2026, via the Bonfire online bidding system (www.purchasing.utah.gov). The bid is structured on a unit price basis with multiple line items covering demolition, excavation, pipe installation, concrete work, and pavement restoration. A pre-construction conference was mandated to occur a minimum of three working days prior to work commencement with required attendance from contractors, subcontractors, utility contractors, and city representatives.
A bid bond equal to five percent of the total bid amount was required to accompany each submission. The contract will be awarded to the most responsive, qualified, and responsible bidder as determined by Provo City's Selection Committee based on documented evaluation criteria. Bidders were required to demonstrate minimum qualifications including three years of experience for project superintendents and project managers, completion of at least three similar projects, and provide five references from previous clients. The bid documents specify compliance with Provo City Public Works Department standards, Utah Department of Transportation (UDOT) technical specifications, and the 2026 Manual of Standard Specifications published by the Utah Chapter of the American Public Works Association. All work must conform to water, sewer, and storm drain specifications, with contractors responsible for utility locating, materials testing, and Storm Water Pollution Prevention Plan (SWPPP) compliance under UPDES regulations. Performance and payment bonds equal to 100 percent of the contract price are required prior to contract execution. The project is locally funded with no federal requirements or prevailing wage obligations. Contractors must verify immigration status compliance through an approved status verification system and provide proof of registration for all subcontractors.
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Text version
Common Fill 31 05 13M - 1
SECTION 31 05 13M
COMMON FILL
Delete Article 2.1 BORROW in its entirety and replace with the following:
2.1 BORROW
A. Classification: A-1-a B. Non-Plastic, well graded, 3-inch maximum
Delete Article 2.2 GRANULAR BORROW in its entirety and replace with the following:
2.2 GRANULAR BORROW
A. Classification: A-1-a B. Non-Plastic, well graded, 3-inch maximum
Delete Article 2.5 NATIVE in its entirety and replace with the following:
2.5 NATIVE
A. Material obtained from Excavation may be used as fill, provided that the material meets the specifications for BORROW outlined in this Section and provided that all organic material, rubbish, debris, and other objectionable materials are removed.
B. CONTRACTOR shall provide material testing data, i.e. gradation analysis, Atterburg limits, appropriate proctor, etc. on a weekly basis as a minimum, or upon request by the ENGINEER, or if a noticeable change to the NATIVE material being excavated is observed.
C. It shall be the CONTRACTOR’s responsibility to verify the suitability of NATIVE material prior to backfilling operations. Failure to comply with these specifications for trench backfill may result in non-payment for portions of the WORK where backfill is not in compliance.
Delete Article 2.7 SAND in its entirety and replace with the following:
2.7 SAND
A. Do not use pea gravel or recycled RAP.
B. Friable river or bank aggregate, free of loam and organic matter.
C. Meet the following gradation:
Common Fill 31 05 13M - 2
Delete Article 2.8 GRAVEL in its entirety and replace with the following:
2.8 GRAVEL
A. Use 100 percent crushed mineral aggregate.
B. Meet the following gradation:
END OF SECTION
Sieve Size Percent Passing
1.5 inch 100 1 inch 95 to 100 1/2 inch 25 to 60 No. 4 0 to 10 No. 200 0 to 5
Gravel Gradation
Sieve Size Percent Passing 3/8 inch 100 No. 100 1-10
Sand Gradation
Sheet: 01 of 07
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Engineering File Number:
ROADWAY/STORM DRAINGENERAL NOTES
1. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF PROVO CITY'S TECHNICAL
SPECIFICATIONS AND UDOT'S TECHNICAL SPECIFICATIONS OR AS APPROVED IN THE PLANS HEREIN.
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL
COMPENSATION.
3. ALL STORM DRAIN PIPES TO BE REINFORCED CONCRETE PIPE (RCP) CLASS III UNLESS OTHERWISE NOTED.
4. ALL STORM DRAIN INLET BOXES TO MEET PROVO CITY STANDARD PLAN P-315. SNOUT OR EQUIVALENT HOODED
OUTLET COVER SHALL BE PROVIDED ON ALL STORM DRAIN INLETS.
5. ALL STORM DRAIN MANHOLES TO MEET APWA STANDARD PLAN 341 OR APPROVED EQUAL. STORM DRAIN MANOLES
DO NOT REQUIRED A BENCHED/FLOW-THROUGH BOTTOM.
6. ALL ROADWAY TRENCH RESTORATION AND STORM DRAIN PIPE BACKFILL WORK SHALL BE COMPLETED PER THE
DETAILS AND SPECIFICATION SHOWN IN THE UDOT STANDARD DRAWING DETAILS.
7. ALL STORM DRAIN INLET BOXES PIPING TO BE CUT OFF FLUSH WITH INSIDE WALL OF DRAINAGE BOX. INSIDE WALL
TO BE GROUTED SMOOTH WITH NON-SHRINK GROUT.
8. ALL EXISTING CURB, GUTTER, AND SIDEWALK, ETC. TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE INDICATED IN PLANS OR AS DIRECTED BY THE ENGINEER. ALL DAMAGED IMPROVEMENTS RESULTING FROM ACTIVITIES OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE PROVO
CITY PUBLIC WORKS DEPARTMENT AND UDOT.
2. A PRE-CONSTRUCTION CONFERENCE WILL BE HELD A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF WORK.
ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS, PROVO CITY PUBLIC WORKS, AND CITY
ENGINEER SHOULD BE PRESENT.
3. PROVO CITY HAS MADE AN EFFORT TO HORIZONTALLY AND VERTICALLY LOCATE ALL KNOWN UNDERGROUND FACILITIES WITHIN THE WORK ZONE BUT DOES NOT GUARANTEE THE ACCURACY OF ALL INFORMATION SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
4. CONSTRUCTION SURVEY WILL BE PROVIDED BY PROVO CITY, OR ITS REPRESENTATIVE.
5. ALL CONSTRUCTION STAKES MUST BE REQUESTED A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO PLANNED
USE. PLEASE NOTE CITY WORKING DAYS ARE MON-THURS 7:00 AM TO 6:00 PM
6. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR THEIR REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR REESTABLISHING SAID POINTS.
7. CONTRACTOR SHALL MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MEETING PROVO CITY AND UPDES REQUIREMENTS AND AN ACTIVE UPDES CONSTRUCTION PERMIT DURING THE ENTIRE DURATION OF CONSTRUCTION. CONTRACTOR OR ITS REPRESENTATIVE MUST PROVIDE REGULAR SWPPP INSPECTIONS PER UPDES REGULATIONS. A COPY OF THE SWPPP WITH INSPECTION REPORTS MUST BE KEPT AT THE PROJECT SITE OR
ONLINE, FOR THE CITY TO REVIEW DURING ITS MONTHLY INSPECTION MANDATED BY UPDES.
1. ALL CONSTRUCTION WITHIN THE UDOT RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT UDOT STANDARD
(INCLUDING SUPPLEMENTAL DRAWINGS AND SPECIFICATIONS).
2. THE CONTRACTOR IS TO OBTAIN AN ENCROACHMENT PERMIT FROM THE APPLICABLE UDOT REGION PERMIT OFFICE PRIOR TO COMMENCING WORK WITHIN UDOT RIGHT-OF-WAY. WORKING HOUR LIMITATIONS WILL BE LISTED IN THE
LIMITATIONS SECTION OF THE ENCROACHMENT PERMIT.
3. UDOT RESERVES THE RIGHT, AT ITS OPTION, TO INSTALL A RAISED MEDIAN ISLAND OR RESTRICT THE ACCESS TO A
RIGHT-IN OR RIGHT-OUT AT ANY TIME.
4. OWNER, DEVELOPER, AND CONTRACTOR ARE RESPONSIBLE FOR ANY DAMAGES DIRECTLY OR INDIRECTLY WITHIN
THE UDOT RIGHT-OF-WAY AS A RESULT OF DEVELOPMENT ACTIVITIES.
5. OWNER, DEVELOPER, AND/OR CONTRACTOR IS REQUIRED TO HIRE AN INDEPENDENT COMPANY FOR ALL TESTING
WITHIN THE UDOT RIGHT-OF-WAY.
6. ALL SIGNS INSTALLED ON THE UDOT RIGHT-OF-WAY MUST BE HIGH INTENSITY GRADE (TYPE XI SHEETING) WITH A UDOT STANDARD BASE (B3 PREFERRED). INSTALL ALL SIGNS PER UDOT SN SERIES STANDARD DRAWINGS.
7. COMPLY WITH THE REQUIREMENTS OF UTAH CODE 17-23-14 (DISTURBED CORNERS - COUNTY SURVEYOR TO BE
NOTIFIED - COORDINATION WITH CERTAIN STATE AGENCIES).
8. UDOT HAS ELECTED TO FORGO THE MILL & OVERLAY REQUIREMENT FOR THE ADDITIONAL 10' FROM EDGE SHOWN
ON THE UDOT TRENCH DETAIL SHEET.
WATER/SEWER
1. THE WATER SYSTEM SHALL BE CONSTRUCTED TO CONFORM WITH THE STANDARDS SET FORTH IN THE "UTAH REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS", AND THE PROVO CITY PUBLIC WORKS DEPARTMENT
STANDARD SPECIFICATIONS AND DRAWINGS.
2. CONTRACTOR SHALL NOTIFY THE ENGINEER THREE (3) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST PROVO CITY WATER DEPARTMENT INSPECTION OF WATER LINES AND APPURTENANCES
TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING.
3. CONTRACTOR TO FIELD VERIFY ALL VALVE BOX LID ELEVATIONS TO ENSURE THEY MATCH FINAL STREET GRADE. ALL
METER LID ELEVATIONS TO MATCH AN EXTENSION OF THE SIDEWALK GRADE.
4. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT 3 SETS OF AS-BUILT PLANS TO PROVO CITY.
5. WATER VALVE LIDS ARE TO BE LABELED "WATER" FOR CULINARY VALVES.
6. HORIZONTAL AND VERTICAL SEPARATION OF CULINARY WATER AND SEWER SHALL BE IN COMPLIANCE WITH PROVO
CITY STANDARDS.
7. WATERLINES TO BE BEDDED IN SAND. A MINIMUM OF 8" COVER OVER TOPS OF PIPE IS REQUIRED TO AVOID
PENETRATION OF SUB BASE FROM ABOVE.
8. ALL CULINARY WATERLINES, REGARDLESS OF SIZE, SHALL BE DUCTILE IRON & SHALL BE POLYWRAPPED.
9. ALL FIRE HYDRANTS TO BE AS PER PROVO STANDARD PLAN P-511
10. #14 UFC TRACER WIRE REQUIRED ALONG ALL WATERLINES AS PER PROVO CITY STANDARD PLAN P-594.
11. ALL MECHANICAL JOINT (MJ) FITTINGS, VALVES, HYDRANTS, ETC. SHALL BE INSTALLED WITH MEGALUG MECHANICAL
JOINT RESTRAINTS IN ADDITION TO NORMAL THRUST BLOCKING AS
PER APWA STANDARDS.
KANE
SAN JUAN
GARFIELD
WAYNE
PIUTEBEAVER
IRON
WASHINGTON
MILLARD
SEVIER
EMERY GRAND
JUAB
UTAH
CARBON
SANPETE
TOOELE
BOX ELDER
SALT
LAKE
WASATCH DUCHESNE
UINTAH
DAGGETTSUMMIT
DAVIS
MORGAN
WEBER
RICHCACHE
PROJECT LOCATION
2026 PROVO CITY
CANYON-FOOTHILL SD - PHASE 1
PROVO, UTAH
COV
Sheet List Table
Sheet Number Sheet Title
01 COVER
02 KEY SHEET
03 PLAN & PROFILE - 4750 NORTH
04 PLAN & PROFILE - UNIVERSITY AVENUE CROSSING
05 UDOT 2026 STANDARD DRAWING - DRAINAGE PIPE
06 UDOT 2026 STANDARD DRAWING - CONDUIT DETAILS
07 UDOT TRENCH DETAILS
PROJECT LOCATION
C
AN
YO
N
R O
AD
4700 NORTH
U N
IV
ER
SI
TY
A
VE
N U
E
FOOTHILL DRIVE
UDOT GENERAL NOTES
Sheet:
R E
M A
R K
S
Engineering File Number:
Feet
0 300 600
CANYON ROAD
N O
R
TH
UNIVERSITY AVENUE
FO
O
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IL
L D
R
IV
E
N O
R
TH
PHASE 1
- P
P-01 PH
AS
E
- P P-
02 PHASE 2
PHASE 2 PHASE 2
PH
AS
E
PH
AS
E
PH
AS
E
PH
AS
E
PH
AS
E
PHASE 3
PHASE 3
PHASE 3
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K E
Y S
H E
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KEY
10+00
11+00
12+00
13+00
14+00
SDMH - 01
N - 7276732.89 E - 1596508.175
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
CC
C C
C C
C C
CC
CC
CC
CC
CC
CC
C C
C C
C C
C C
C C
C C
C C
C C
C C
GASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
GAS
EXSDMH-02
N - 7276711.32
E - 1596294.579 EXSDMH-01
N - 7276739.92 E - 1596403.707
60" EXSDMH-02
Sta. - 10+00.00 Offset - 0.00
TBC - 4752.38
Sump - 4745.80 E Inv. In 36 in. - 4745.85 W Inv. Out 36 in. - 4745.85
60" EXSDMH-01
Sta. - 11+12.81 Offset - 0.00
TBC - 4754.30
Sump - 4745.70 W Inv. Out 36 in. - 4746.18
84" SDMH - 01
Sta. - 12+17.52 Offset - 0.00
TBC - 4754.70
S Inv. In 36 in. - 4746.44 W Inv. Out 36 in. - 4746.44
113' OF EX Concrete Pipe SD @ 0.29%
80' OF 36" CLASS III RCP @ 0.25%
214' OF 36" CLASS III RCP @ 0.25%
E Inv. In 36 in. - 4746.18
30' OF 36" CLASS III RCP @ 0.25%
23' OF 36" CLASS III RCP @ 0.25%
10+00 11+00 12+00 13+00 14+00 Sheet:
R E
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Engineering File Number:
Feet 0 30 60
PROTECT & PRESERVE
EX 12" WATERLINE
C A
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PP-01
CORE INTO
EXISTING SDMH
PROTECT & PRESERVE
EX 12" WATERLINE
PROTECT & PRESERVE
GAS LINE
PROTECT & PRESERVE
COMMUNICATION LINE
4750 N.
U N
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A
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N U
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SCHEDULE A
SCHEDULE A
SCHEDULE ASCHEDULE B
SCHEDULE B
SCHEDULE BSEWER CROSSING
HGL
14+00
15+00
16+00
SDMH - 02
N - 7276492.44 E - 1596466.962
SDMH - 03
N - 7276475.92
E - 1596591.97947
SDMH - 04
N - 7276471.63 E - 1596624.477
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
G
AS
G
AS
G
AS
G
AS
G
AS
84" SDMH - 02
Sta. - 14+61.48 Offset - 0.00
TBC - 4751.33
E Inv. In 36 in. - 4747.05 N Inv. Out 36 in. - 4747.05
33' OF 30" CLASS III RCP @ 6.10%
60" SDMH - 04
Sta. - 16+20.36
Offset - 0.00
TBC - 4757.12
E Inv. In 30 in. - 4752.50 W Inv. Out 30 in. - 4752.50
60" SDMH - 03
Sta. - 15+87.58
Offset - 0.00
TBC - 4754.03
E Inv. In 30 in. - 4750.50 W Inv. Out 36 in. - 4747.36
126' OF 36" CLASS IV RCP @ 0.25%
214' OF 36" CLASS III RCP @ 0.25%
14+00 15+00 16+00 Sheet:
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Engineering File Number:
Feet 0 30 60
LOOP EX FIBER
EX 60" CUWCD
PROTECT & PRESERVE
EX 24" UPPER EAST CANAL
PHASE 2
PHASE 2
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A V
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C R
O S
S
IN
G
PP-02
CONTRACTOR FILL
TO COVER SD
EXISTING GRADE
PROPOSED GRADE
EX. UPPER EAST CANALEX 60" CUWCD PIPE
ENBRIDGE LINE
LUMEN LINE
COMCAST LINE
U N
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SI
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A
VE
N U
E
SCHEDULE A
SCHEDULE A
SCHEDULE A
SCHEDULE B
SCHEDULE B
SCHEDULE B
SCHEDULE A
SCHEDULE B
LOOP EX ENBRIDGE LINE
SCHEDULE A
M A
R
D G
N
F i l e
O
S t a n d a r d s a n d
S p e c s S e c t i o n
S t a n d a r d s
(p u b
S p r i n g
P r e p a r a t i o n
W r k i n g
A r e a
D r a w i n g s f r
U p d a t e t o
D G .d g n
U T
A H D
E P
A R
T M
E N
T O
F T
R A
N S
P O
R T
A T
IO
N
S A
L T L
A K
E C
IT
Y
U T
A H
S T
A N
D A
R D D
R A
W
IN
G S F
O R R
O A
D A
N D B
R
ID
G E C
O N
S T
R U
C T
IO
N
R E
V
IS
IO
N S
D A
T E
N O
A P
P R
R E
M A
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S
STD. DWG. NO.
S T
A N
D A
R D D
R A
W
IN
G T
IT
L E
SPAN OD
SPAN OD
IN
S
T A
L L
A T
IO
N
D R
A
IN
A G
E P
IP
E
DG 5
NOTES:
PIPE ARCHCIRCULAR PIPE
ELLIPTICAL PIPE
SPAN OD + 3'
MIN TRENCH WIDTH
UP TO THE SPAN
INVERT AND
4" MIN BELOW
OD + 3'
MIN TRENCH WIDTH
OD/3
O D
SPAN OD/2
PAVEMENT STRUCTURE
EMBANKMENT
EMBANKMENT
THAN OR EQUAL TO 5 FT
WHEN DEPTH IS GREATER
SLOPE OR SHORE TRENCHH
V
EMBANKMENT
H
V THAN OR EQUAL TO 5 FT
WHEN DEPTH IS GREATER
SLOPE OR SHORE TRENCH
PAVEMENT STRUCTURE
EMBANKMENT
PAVEMENT STRUCTURE
EMBANKMENTTHAN OR EQUAL TO 5 FT
WHEN DEPTH IS GREATER
SLOPE OR SHORE TRENCH
EMBANKMENT
H
V
PIPE BACKFILL
HAUNCH AREA
HAND TAMP
SEE NOTE 3
PIPE BEDDING
PIPE BACKFILL
SEE NOTE 3
PIPE BEDDING
BEDDING
UNCOMPACTED
BEDDING
UNCOMPACTED
PIPE BACKFILL
HAUNCH AREA
HAND TAMP
SEE NOTE 3
PIPE BEDDING
4" MIN
4" MIN
AND SHIELDS.
4. DO NOT DISTURB THE INSTALLED PIPE OR EMBEDMENT OR LEAVE VOIDS WHEN USING TRENCH BOXES
OTHER UNYIELDING MATERIAL. REMOVE BOULDERS OR ROCKS WITHIN BEDDING AREA.
3. INCREASE THE PIPE BEDDING THICKNESS TO 6 INCHES FOR FOUNDATIONS THAT CONTAIN ROCK OR
MATERIAL IS UNSUITABLE.
2. INCREASE THE WIDTH OF THE TRENCH 2 FT ON EACH SIDE OF THE PIPE WHEN THE SURROUNDING
ELEVATION BEFORE EXCAVATION OF THE TRENCH WHEN PLACED IN AN EMBANKMENT.
1. PLACE PLASTIC PIPE ONLY WITHIN A TRENCH. PLACE FILL MATERIAL AT OR ABOVE THE PIPE BACKFILL
PIPE FOUNDATIONPIPE FOUNDATION
PIPE FOUNDATION
BEDDING
UNCOMPACTED
SPAN OD + 3'
MIN TRENCH WIDTH
SPAN OD/3
S T
A N
D A
R D D
R A
W
IN
G E
D
IT
IO
N
S ta nd ar d D ra w in g
Sheet:
R E
M A
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Engineering File Number:
C A
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U D
O T
TR
E
N C
H D
E
TA
IL
S
DT-03
PIPE ZONE AS PER UDOT DG 5
TRENCH CROSS SECTION
VARIES
TRENCH WIDTH
VARIES
SEE NOTE 7
FLOW
FILL
SEE NOTE 6
7" HMHMA
SEE NOTE 5
STORM DRAIN CROSSING NOTES:
1. 2" MILL AND OVERLAY REQUIRED AFTER TRENCH IS BACKFILLED AND PAVED. MILL IS TO
EXTEND 10 FEET IN EITHER DIRECTION FROM THE EDGE OF TRENCH THROUGH THE
TRENCH AREA. REFER TO SINGLE TRENCH REQUIREMENT ON THIS SHEET.
2. STORM DRAIN CROSSINGS WILL NEED TO BE COORDINATED WITH UDOT PERMIT OFFICE
FOR SCHEDULE, TIMING, AND OTHER REQUIREMENTS.
3. STRIPING IS TO BE RESTORED AFTER MILL AND OVERLAY IS COMPLETED.
4. IF PLATES ARE USED FOR TEMPORARY ROAD OPENING, PLATES ARE TO BE GROUND IN.
5. ASPHALT REPLACEMENT NEEDS TO BE A MINIMUM OF 7" OR MATCH EXISTING IF GREATER.
6. FLOW FILL OR 97% COMPACTION OF UDOT SPEC MATERIAL
7. UTILITY BEDDING AND UTILITY.
8. ALL BURIED UTILITIES NEED TO BE AT UDOT REQUIRED MINIMUM DEPTH OR DEEPER.
| 00 01 01-Title Page |
| 00 01 10-Table of Contents |
| 00 11 16-Invitation to Bid |
| PART 1 general |
| 1.1 construction contract |
| A. Bidders are invited to bid on the Construction Contract known as Foothill-Canyon SD Phase 1 - Crossing University Avenue. |
| B. The location of the work is: Provo Utah |
| C. The Work generally includes, but is not limited to, the following: Storm drain infrastructure, incidental utility work, and road work |
| D. For information about the Construction Contract, contact Thomas Scherbel, Project Engineer at (801) 852-6740. |
| 1.2 bid location and opening |
| A. Bids will be received until 2:00 p.m., Wednesday, 10/14/2026 only via Bonfire (www.purchasing.utah.gov) online bidding system. Bids received after 2:00 p.m. will not be accepted. |
| B. Bidders will be informed of the Bid results via Bonfire/EUNA (www.purchasing.utah.gov) or via e-mail. |
| 1.3 bid bonds |
| A. A Bid Bond in the amount of 5 percent of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The Bid Bond will be returned to each unsuccessful Bidder after tabulation and award of the Construction Contract. |
| 1.4 basis of bids |
| A. Bids shall be on a Unit Price basis. Unsealed or segregated Bids will not be accepted. |
| 1.5 contract time |
| A. The Work for Schedule A will be Substantially Complete by 04/30/2027. |
| B. The Work for Schedule B will be Substantially Complete by 05/31/2027. |
| 1.6 examination and procurement of documents |
| A. Complete sets of Contract Documents may be examined and obtained online at Bonfire (www.purchasing.utah.gov) after 9/28/2026. |
| 1.7 RIGHT TO REJECT BIDS |
| A. Provo City reserves the right to reject any or all bids or to waive any informality or technicality in any bid if deemed to be in the best interest of Provo City. |
| 1.8 GOVERNING LAWS AND REGULATIONS |
| A. This project is not federally funded and does not require the payment of specific wage rates. Payroll submittal will not be required. |
| B. Bidders on this Work will be subject to the applicable provisions of all federal rules, laws and regulations or orders. |
| C. Bidder must provide proof that he has completed the registration process in an approved immigration status verification system and is in full compliance with the immigration status verification program as well as all requirements of Utah Code Section 63G-12-302. |
| D. Bidder will also be required to provide similar proof of compliance for any subcontractor who works under the terms of the Contract Documents. |
| 00 21 13-Instructions to Bidders |
| PART 1 GENERAL |
| 1.1 DEFINED TERMS |
| A. Terms used in the Bid Documents that are defined in Article 1.1 of the General Conditions will have the meanings indicated in the General Conditions. |
| B. General Conditions: as published in Document 00 72 00 in the Manual of Standard Specifications by the Utah Chapter of the American Public Works Association. |
| 1.2 COPIES OF BID DOCUMENTS |
| A. Bidders must use complete sets of Bid Documents in preparing Bids. OWNER and ENGINEER assume no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bid Documents. |
| B. Bid Documents are made available to bidders only for the purpose of obtaining Bids on the Work. No license or grant for any other use is given. |
| C. Bidding Document copyrights shall remain with the OWNER. |
| D. All provisions of 2026 Manual of Standard Specifications and 2026 Manual of Standard Plans published by the Utah Chapter of the American Public Works Association that are applicable to the Work are hereby made a part of the Contract Documents by reference and can be downloaded separately from Utah APWA’s website. |
| 1.3 minmimum Qualifications and References |
| A. To be awarded this project, CONTRACTOR shall have the below minimum qualifications and minimum number of references. Also see 00 41 00 Bid Form for qualification submission requirements and Section 3.3 of this Specification for Bid evaluation. |
| B. CONTRACTOR, CONTRACTOR’s project manager(s), and CONTRACTOR’s superintendent(s) shall have demonstrated successful performance of completed projects without unresolved, unrealistic, unnecessary, frequent claims and/or arbitration, mediations, or litigation. Provide full resumes for Project Superintendent(s) and Project Manager(s). |
| C. CONTRACTOR’s project superintendent(s) and CONTRACTOR’s project manager(s) shall have at least three (3) years of experience in respective role and have successfully completed at least three (3) similar projects. |
| D. Provide five (5) references for whom the CONTRACTOR has performed work on similar projects who are familiar with the CONTRACTOR’s abilities. This information must be provided as specified on the Bid Form. |
| 1.4 PRE-BID COMMUNICATION |
| A. The OWNER shall not be bound by any statements, representations, conclusions, or assumptions made by any party, whether oral or written, except for written statements that are issued in an Addendum by the ENGINEER to all prospective bidders. |
| 1.5 PHYSICAL CONDITIONS |
| A. In General: Prior to submitting a Bid, each Bidder is responsible to review all available explorations, tests and data concerning surface conditions, subsurface conditions and Underground Facilities at or contiguous to the site, or otherwise, which may affect cost, progress, performance or furnishing of the Work in accordance with the time, price and other terms and conditions of the Contract Documents. |
| B. Underground Facilities: Information and data indicated in the Contract Documents regarding Underground Facilities at or contiguous to the site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities. The OWNER does not assume responsibility for the accuracy or completeness thereof other than as provided in paragraph 4.3A.2 of the General Conditions or unless expressly provided in the Modifications to General Conditions (Document 00 73 03). |
| C. Additional Explorations and Tests: If feasible as determined by OWNER, the OWNER will provide each Bidder access to the site to conduct any explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall obtain permits, fill all holes, clean up and restore the site to its former condition upon completion of such explorations. by requesting such an exploration or test, Bidder agrees to release, indemnify, defend, and save the OWNER harmless from all costs damages and liabilities an any kind whatsoever, including reasonable attorneys' fees, that may arise in connection with or as a result of the performance of such explorations or tests. |
| 1.6 COMPENSATION AND QUANTITIES |
| A. In General: The bid price for any lump sum or unit price contract includes all labor, materials, and incidental work to fully complete the Work in a satisfactory manner under the terms of the Contract Documents. Bidders are responsible to inform themselves of the character of the Work to be performed. |
| B. Lump Sum Work: If the Work is to be paid for on a lump sum basis, the lump sum will be the only sum paid. |
| C. Unit Price Work: If any portion of the Work is to be paid for on a unit price basis, payment will cover only work actually performed and materials actually supplied at the unit prices bid and on the terms set forth in the Contract Documents, irrespective of any quantity approximations in the Bid Documents. Any quantity approximations in the Bid Documents are stated as a basis for determining bids, and do not fix the amount of Work to be done or materials to be furnished. Stated quantities are estimates for the purpose of doing the class of work required. Actual quantities will vary. The OWNER may deviate in either direction from any indicated quantities. The Bidder shall have no claim for any variation in quantity, except to the extent permitted in the General Conditions. |
| 1.7 EXAMINATION OF SITE AND CONTRACT DOCUMENTS |
| A. In General: The OWNER shall not be bound by any statements, representations, conclusions, or assumptions made by any party, whether oral or written, except for written statements that are issued in an Addendum. |
| B. Access: The Contract Documents designate the site for performance of the Work. Bidder is responsible to investigate the site and understand all access requirements. All additional off site lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Bidder. |
| C. Contract Documents: The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 1.4; that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents; and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. |
| D. Bidder's Obligations: In addition to Bidder's other responsibilities and obligations in connection with submitting a Bid, it is the responsibility of the Bidder before submitting a Bid, to: |
| The failure or omission of any Bidder to take any of the foregoing actions shall not in any way relieve Bidder of its Bid, or its obligation to furnish all material, equipment, labor and services necessary to carry out the provisions of the Contract Documents and to complete the contemplated Work for the consideration set forth in its Bid. Submission of a Bid shall constitute prima facie evidence of compliance with these instructions. |
| E. Deviations from the Terms of the Contract Documents: OWNER will not accept any deviations whatsoever from the printed terms of the Agreement and the Contract Documents, except by Addendum or Change Order. |
| 1.8 EFFECT OF SUBMITTING BID |
| A. Bidders are responsible to carefully examine the Contract Documents, visit the site, and fully inform themselves so as to include in the Bid a sum to cover the cost of all items. Bidder’s failure or omission to receive or examine any form, instrument, addendum or other document, visit the site and become acquainted with existing conditions, or attend any pre-Bid Conference, shall in no way relieve Bidder from any obligations with respect to Bidder’s Bid or the Construction Contract. |
| B. By submitting a Bid, Bidder represents that Bidder has complied with all requirements of the Bid Documents; that the Bid is premised on properly performing and furnishing the Work required by the Contract Documents within the times specified; that the Bidder is informed of the conditions to be encountered and the character, quality and quantities of the Work; and that the Bidder believes the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. |
| C. Submission of a Bid constitutes a promise that the Bidder will enter the Contract Documents in the form presented in the Contract Documents. Bidders should carefully examine all Contract Documents, including the required Bonds and insurance to be provided by the Bidder. |
| D. By submitting a Bid, Bidder represents that the matters stated therein are true and correct. |
| PART 2 BIDDING PROCEDURES |
| 2.1 INTERPRETATIONS AND ADDENDA |
| A. All requests for interpretation of the Contract Documents shall be made in writing and delivered to the ENGINEER no later than seven (7) calendar days prior to opening of Bids. In the ENGINEER's discretion, ENGINEER will send the written interpretation to all persons receiving a set of Bid Documents in the form of an Addendum. If the ENGINEER does not respond to a Bidder's request for interpretation the Bidder shall comply with the intent and terms of the Contract Documents. |
| B. No oral interpretations shall be made to any Bidder. The OWNER shall not be responsible for or bound by any statements, interpretations, explanations, representations, conclusions or assumptions made by any party, whether oral or written, except for written statements that are issued in an Addendum by the ENGINEER to all prospective bidders. |
| C. Each statement made in an Addendum is part of the Contract Documents at the location designated in the Addendum. A statement issued in an Addendum shall have the effect of modifying a portion of the Bid Documents when the statement in the Addendum specifies a particular section, paragraph or text and states that it is to be so modified. Only the specified section, paragraph or text shall be so modified, and all other portions of the Bid Documents shall remain if effect. |
| D. Bidders shall sign to acknowledge their receipt of all Addenda issued. Bidders shall also acknowledge receipt of all Addenda in the space provided in the Bid. |
| E. Except to postpone the Bid opening, no Addenda shall be issued within 48 hours of the Bid opening. |
| 2.2 EQUIPMENT AND MATERIAL OPTIONS PRIOR TO BID OPENING |
| A. If a Bidder or Supplier wishes to supply a product other than that identified in the Contract Documents, said Bidder or Supplier shall submit a written request for approval to the ENGINEER at least ten (10) calendar days prior to the date set for opening of bids. |
| B. The procedure for submission of any such product option shall be as set forth in Article 6.4 of the General Conditions. It is the sole responsibility of the Bidder or Supplier to submit complete descriptive and technical information so that ENGINEER can make a proper appraisal. |
| C. ENGINEER's failure to act upon such a request within five (5) days after receipt shall be deemed a denial thereof. |
| D. Any such approval is at the sole discretion of the ENGINEER and will be in the form of an Addendum issued to all Bidder's holding Bid Documents indicating that the additional equipment or materials are approved as equal to those specified for the Project. |
| E. The Construction Contract, if awarded, will be on the basis of materials and equipment specified in the Drawings and Specifications and any changes permitted in any Addenda. |
| 2.3 BID SECURITIES |
| A. Amount of Bid Security: A Bid Security must accompany each Bid. The total amount of the Bid on which Bid security is to be based shall be the sum of all items of the Bid constituting the maximum amount of the possible award to the Bidder. The Bid Bond amount must equal at least five (5) percent of the total amount of the Bid. |
| B. Form of Bid Security: The Bid Security may be in the form of a certified check, cashier's check, cash, or Bid Bond. No other form of Bid Security will be accepted. A Bid Bond must be issued by a licensed Utah agency on behalf of a surety company licensed to do business in the State of Utah. A cashier’s check must be drawn on a bank doing business in the State of Utah and made payable to OWNER. If a cashier’s check is used in lieu of a Bid Bond, or if the Bid Bond does not specifically so provide, a certificate from an approved surety company guaranteeing execution of performance and payment bonds in the full amount of the bid must accompany the bid. |
| C. Purpose of Submission: By submitting a Bid Bond Bidder assures OWNER it will take all steps necessary to properly execute the Contract Documents. |
| D. Return of Bid Security: OWNER will return Bid securities to Bidder within 7 days after award of the Construction Contract. Bid Bonds and cashier’s checks of all Bidders will be held until the Construction Contract is awarded or all bids have been rejected. The liability of OWNER in regards to the checks shall be limited only to the return of the checks. |
| E. Default: In the event of failure or refusal of the Bidder to enter into the Construction Contract and the delivery to the OWNER a Performance Bond, Payment Bond and any other Bonds or documents required by the Contract Documents after Notice of Intent to Award by the OWNER, the Bidder forfeits the sum of the Bid Bond or cashier’s check as liquidated damages to the OWNER. |
| 2.4 COMPLETING BID DOCUMENTS |
| A. The General Conditions identify all forms comprising the Bid Documents. Additional copies may be obtained from the ENGINEER. The Bidder shall make no stipulations or alterations on the Bid forms. The Bidder must use and execute only the Bid form and Bid Schedules bound in the Contract Documents. The complete Contract Documents (excluding the Drawings) should be submitted as the Bidder's Bid, and Bidder shall complete and submit all forms included in the Bid Form, Document No. 00 41 00. |
| B. The Bidder must fill in all items in the Bid form in ink or by typewriter. If applicable, furnish both the unit and total costs for each item. The total Bid price is the full price for the performance of all Work under the Contract Documents. Bidder shall initial in ink any corrections, interlineations, alterations, or erasures made by the Bidder on Bidder’s entries in the Bid Documents. |
| C. Any work or material which is specified in the Contract Documents or which is necessary because of the nature of the Work, but which is not listed separately in the Bid Schedule shall not be measured or paid for separately. The cost of such work or material shall be considered as included in the Contract Price. |
| D. Bids by corporations must be executed in the corporate name by a corporate officer authorized to sign, and must be properly attested to as an official act of the corporation. At the OWNER's request, authority to sign shall be submitted. |
| E. Bids by partnerships or joint ventures must be executed in the partnership or joint venture name and signed by a partner or joint venture whose title and official address must be shown. If a partnership or joint venture is the low bidder, the partnership or joint venture must also submit evidence to the OWNER of the responsibility of the partnership or joint venture as a bidder in the manner directed by the ENGINEER. |
| F. Where the Bidder is wholly owned subsidiary of another company, the Bid must so state, and the owner or parent corporation also must agree to sign and be bound with the Bidder. |
| G. All names must be typed or printed under or near the signature. Signatures shall be in longhand. |
| H. The Bid shall contain an acknowledgment of receipt of all Addenda. The Addenda numbers must be filled in on the Bid form. |
| I. The Bidder's address, telephone number, and facsimile number for communications regarding the Bid must be shown on the first page of the Bid form. |
| J. The divisions and sections of the specifications, and the identifications of any Drawings, shall not control Bidder in dividing the Work among subcontractors or suppliers, or delineating the Work to be performed by any specific trade. |
| K. The base Bid and alternates shall include all Work required to be performed by the Contract Documents. |
| L. The Government Records Access and Management Act (“GRAMA”), Utah Code Section 63G-2-101 et seq., cf. Provo City Code Section 3.13.010 et seq., states that certain information in the submitted Proposal may be open for public inspection. If the Firm desires to have information contained in its proposal protected from such disclosure, the Firm may request such treatment by providing a “written claim of business confidentiality and a concise statement of reasons supporting the claim of business confidentiality” with the Proposal (Provo City Code Section 3.13.308). All material contained in and/or submitted with the Proposal becomes the property of Provo City and may be returned only at Owner’s option. |
| 2.5 CONFLICT OF INTEREST, SUBCONTRACTORS |
| A. Conflict of interest pertaining to Subcontractors is described in paragraph 6.5H of the General Conditions (Document 00 72 00). |
| B. Bidder shall not subcontract more than 75 percent of the dollar value of the total contemplated Work (exclusive of the supply of materials and equipment to be incorporated in the Work) without OWNER's prior written approval. |
| 2.6 SUBMISSION OF BIDS |
| A. Bids shall be submitted at the time and place indicated in the Invitation to Bid. |
| B. Bidder will make no recapitulations, stipulations, alterations, alternate submissions, or modifications in any manner to any of the Contract Documents. |
| C. All bidders shall include the following documents with bid including required signatures and notary verification where designated: |
| Failure to include any of these documents will result in Bid being considered non-responsive and may be disqualified. |
| D. Alternate bids, other than those called for in the Bid form, will not be considered. |
| E. No oral, telegraphic, telephonic, facsimile or modified bids will be considered. |
| 2.7 MODIFICATION AND WITHDRAWAL OF BIDS |
| A. At any time prior to the opening of Bids, Bids may be modified or withdrawn if a written notice of modification or withdrawal is signed by Bidder and delivered to the place where Bids are to be submitted. Bid Security will be returned upon proper withdrawal of a Bid prior to the time for Bid opening. |
| B. Within 24 hours after Bids are opened, any Bidder may file written notice with OWNER that there was a substantial mistake made in the preparation of its Bid. Bidder must thereafter promptly demonstrate Bidder's mistake. The OWNER has sole discretion to determine whether to permit any modification or withdrawal or the return of any Bid Security. |
| C. When it appears a mistake has been made, or when the OWNER desires an assurance of any matter, the OWNER may request a Bidder to confirm the Bid in writing. |
| 2.8 OPENING OF BIDS |
| A. The bidding results will be shared with Bidders via Bonfire (www.purchasing.utah.gov) or via email. |
| B. Any Bids received after the time specified in the Invitation to Bid will be returned unopened. |
| 2.9 BIDS SUBJECT TO ACCEPTANCE FOR 45 DAYS |
| A. All bids remain subject to acceptance for 45 days after the day of the Bid opening. OWNER may, in its sole discretion, release any Bid and return the Bid security prior to that date. |
| PART 3 EVALUATION AND AWARD |
| 3.1 initial evaluation of bids |
| A. Each Bid will be evaluated by the Provo City Selection Committee in accordance with the Provo City Procurement Policy. Bids will be scored based on the items outlined below. Non-responsive Bids (those not conforming to the Bid requirements) may be eliminated. The CONTRACTOR bears sole responsibility for the items and information included, or not included, in CONTRACTOR’s Bid. OWNER reserves the right to disqualify any Bid that includes significant deviations or exceptions to the Project terms, conditions, and/or Specifications. Final recommendations of the highest ranked CONTRACTOR will be made by the Provo City Selection Committee. |
| B. Bid Evaluation scoring will be performed using the below table: |
| C. Scoring Methodology |
| 3.2 SUBMITTALS REQUIRED FOR EVALUATION |
| A. After Bid opening, the Bidder, whose Bid is under consideration, must submit the following at the times specified: |
| 3.3 EVALUATION OF BIDDER'S QUALIFICATIONS |
| A. Within seven (7) calendar days of ENGINEER's request, a Bidder, whose Bid is under consideration for award shall submit to the ENGINEER the following information for the Bidder. ENGINEER may request like information on Bidder's Subcontractors, Bidder's Suppliers or any other information the ENGINEER may require. |
| B. If Bidder believes any information should be held confidential for business reasons, Bidder must submit a written claim of business confidentiality for that particular information and include a specific statement of the reasons supporting the claim pursuant to Utah Code Ann. § 63-2-308. |
| C. Untimely response or failure to provide the requested information by Bidder will release OWNER of any obligation to further consider the Bidder's Bid. |
| 3.4 EVALUATION OF BIDS |
| A. OWNER reserves the right: to reject any and all Bids or any part thereof; to waive any informalities in the Bid Schedule and elsewhere; to negotiate and agree to contract terms with the successful Bidder; to disregard non-conforming, non-responsive, unbalanced or conditional Bids; and to withhold the award for any reason deemed in the best interests of the OWNER. |
| B. OWNER reserves the right to reject any Bid if OWNER believes that it would not be in the best interest of the Project or the OWNER. Without limitation, such rejection may be because the Bid is not responsive, or the Bidder is unqualified or of doubtful ability or the Bid or Bidder fails to meet any other pertinent standard or criteria established by OWNER. |
| C. If the OWNER intends to make an award to a Bidder, a Notice of Intent to Award will be issued. |
| D. OWNER may consider all information which OWNER believes is relevant when evaluating a Bid, including, without limitation: |
| E. To establish qualifications of Bidder, OWNER may request such data indicated in the Bid Documents, conduct such investigations as OWNER deems appropriate, and consider any other information (whether obtained from the Bid, the Bidder, or any other source). |
| F. If the Construction Contract is to be awarded, it will be awarded to the most responsive, qualified, and responsible Bidder as determined by the OWNER. Alternates may be accepted depending upon availability of OWNER's funds and as determined by the OWNER. Accepted alternates will be considered in determining the most responsive, qualified, and responsible Bidder. |
| G. Bid Schedules will be evaluated as follows: |
| H. The OWNER, in the OWNER’s sole discretion, shall make determinations as to disqualification of Bidders or rejection of Bids. Such matters may include, without limitation, submission of more than one Bid by the Bidder (whether under the same or different names); evidence of collusion among Bidders; other commitments of Bidder which, in the OWNER’s sole judgment, might hinder the Work; previous defaults, Bid irregularities when not waived in the best interests of the OWNER, delays or poor performance by Bidder on any project; official action against Bidder; and any other cause which, in the OWNER’s sole discretion and judgment, is sufficient to justify disqualification of a Bidder or rejection of a Bid. |
| 3.5 ADJUSTMENTS TO THE COST OF THE WORK AFTER OPENING OF BIDS |
| A. The Contract Price identified in the Agreement represents the cost of the work which is to be paid by the OWNER to the CONTRACTOR. |
| B. Adjustments to the Contract Price which are agreed to between the OWNER and the successful Bidder shall be effected by signing an Agreement Supplement. |
| 3.6 SUBSTITUTIONS |
| A. The Construction Contract, if awarded, will be on the basis of materials and equipment described in the Drawings, Specifications and any Addenda. |
| B. After the Effective Date of the Construction Contract, the procedure for submitting an application for substitution is set forth in Article 6.4 of the General Conditions. |
| 3.7 SUBMITTALS REQUIRED FOR AWARD OF CONTRACT |
| In order to execute the contract, the following documents shall be submitted to OWNER within ten (10) calendar days of the receipt of the NOTICE OF INTENT TO AWARD. |
| A. Performance Bond: The OWNER's requirements as to performance bonds are as set forth in the Modifications to General Conditions (Document 00 73 03). Specific requirements are set forth in the Performance Bond (Document 00 61 13). |
| B. Payment Bond: The OWNER's requirements as to payment bonds are as set forth in the Modifications to General Conditions (Document 00 73 03). Specific requirements are set forth in the Payment Bond (Document 00 61 14). |
| C. Certificate of Insurance: The OWNER's requirements as to insurance are as set forth in the Modifications to General Conditions (Document 00 73 03). |
| D. Status Verification System Affidavit: The OWNER's requirements as to immigration status verification are set forth in the Modifications to General Conditions (Document 00 73 03). Specific requirements are set forth in the Status Verification System Affidavit (Document 00 45 37). |
| E. Other Information: When a determination has been made to award the Construction Contract, Bidder is required, prior to the award or after the award, or both, to furnish such other information as the ENGINEER requests. |
| 3.8 SIGNING OF AGREEMENT |
| A. Within ten (10) calendar days after OWNER issues Notice of Intent to Award the Construction Contract to the successful Bidder, the Bidder shall pick up, sign and return to OWNER, the required number of copies of the Agreement (Document 00 52 00), bonds, insurance, and Status Verification System Affidavit: A minimum of four (4) originals will be signed and returned to the OWNER. One executed original will be returned to the Bidder. Bidder shall comply with all execution requirements. |
| B. All of Bidder’s executions and submittals must be delivered to the OWNER before OWNER will execute the Construction Contract. The Construction Contract will not be deemed awarded and shall not be binding on the OWNER until it has been approved and executed by the OWNER, and a fully executed copy is formally delivered to the CONTRACTOR. The OWNER reserves the right to rescind its Notice of Intent to Award without liability, except for the return of Bidder’s Bid Security, at any time before the Construction Contract has been fully executed by all parties and delivered to the CONTRACTOR. |
| C. Transfers, delegations or assignments of interests in the Contract Documents are prohibited, unless prior written authorization is received from the OWNER. |
| D. At the time of Bidding, and the signing of the Agreement, and at all times during the Work, Bidder shall be properly licensed to do the Work and shall be in compliance with the license laws of the State of Utah, Provo City and Utah County. The Bidder shall also require all Subcontractors to do the same. |
| E. If a Bidder fails to fully and properly execute the Construction Contract and provide all submittals required therewith within ten (10) calendar days after the date of the Notice of Intent to Award, the OWNER may elect to rescind the Notice of Intent to Award, and the OWNER shall be entitled to the full amount of Bidder’s Bid Security, not as a penalty, but in liquidation of and compensation for damages sustained. In the OWNER’s sole discretion, a Notice of Intent to Award may then be provided to another bidder whose Bid is most advantageous to the OWNER, price and other factors considered. |
| 00 39 12-Notice of Intent to Award |
| PROJECT DESCRIPTION: Foothill-Canyon SD Phase 1 - Crossing University Avenue, Bid No. PR2026001037. |
| The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for Bids called: Foothill-Canyon SD Phase 1 - Crossing University Avenue, Bid No. PR2026001037. |
| You are hereby notified that your BID has been accepted for items in the amount of: $ . |
| In order to execute the contract, all documents as specified in Document 00 21 13 – 3.6 shall be submitted to the OWNER within seven (7) calendar days of the receipt of this NOTICE OF INTENT TO AWARD. |
| You are required to return an acknowledged copy of this NOTICE OF INTENT TO AWARD to the OWNER. Dated this ____ day of ___________���_____, ________. |
| PROVO CITY CORPORATION |
| ACCEPTANCE OF NOTICE |
| Receipt of the above NOTICE OF INTENT TO AWARD is hereby acknowledged |
| By |
| this the _______day of , ______ |
| By |
| Title |
| 00 39 13-Notice to Proceed |
| PROJECT DESCRIPTION: Foothill-Canyon SD Phase 1 - Crossing University Avenue, Bid No. PR2026001037. |
| You are hereby notified to commence work in accordance with the Agreement dated ________________________ on or before______________________ and you are to complete the WORK for SCHEDULE A on or before 04/30/2027, and you are to complete the WORK for SCHEDULE B on or before 05/31/2027. The date of completion of all WORK is therefore 05/31/2027. |
| PROVO CITY CORPORATION |
| ACCEPTANCE OF NOTICE |
| Receipt of the above NOTICE TO PROCEED is hereby acknowledged |
| By |
| this the _______day of , ______ |
| By |
| Title |
| 00 41 00-Bid Form |
| PART 1 general |
| 1.1 BID PROPOSAL |
| A. After having personally and carefully examined all conditions surrounding the Work and the Contract Documents, the undersigned proposes to furnish all labor, equipment, tools and machinery and to furnish and deliver all materials not specifically mentioned as being furnished by the OWNER, which is required in and about the construction of the Construction Contract known as Foothill-Canyon SD Phase 1 - Crossing University Avenue, Bid No. PR2026001037. |
| B. The undersigned proposes to complete the Work for the price or prices listed in the Bid Schedule (Document 00 43 00) and understands that quantities for Unit Price Work are not guaranteed. |
| C. The undersigned proposes to furnish bonds with the Contract, signed by a surety company satisfactory to the OWNER, in an amount equal to the Contract amount conditioned to insure compliance with all requirements of the Contract Documents. |
| D. The undersigned encloses a certified check, cashier's check, cash, or a Bid Bond for ______________________________________________ Dollars ($____________) which is five (5) percent of the Bid amount payable to the OWNER, as a guarantee of good faith, and which it is agreed will be forfeited to the OWNER as liquidated damages in the event of the failure of the undersigned to enter into a contract and furnish satisfactory bonds to the OWNER. |
| E. The undersigned proposes to execute the attached contract within ten (10) days after the Notice of Intention to Award, and to begin work within ten (10) days after being notified to do so by the OWNER. |
| F. The undersigned agrees the Bid is genuine. The Bid is not made in the interest of or on behalf of any undisclosed person, firm or corporation. The undersigned agrees that they have not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid: that they have not solicited or induced any person, firm or corporation to refrain from bidding: and that they have not sought by collusion to obtain for itself any other advantage over any separate Bidder or over OWNER. |
| G. If OWNER finds it necessary to further define the Work, Contract Price, Contract Time or some other portion of the Construction Contract, after Bid opening, the Bidder promises to execute an Agreement Supplement prior to or concurrent with the execution of the Agreement, if the Agreement Supplement is acceptable to the Bidder. |
| H. It is understood that the OWNER has the right to reject this proposal or to accept it at the prices listed in the Bid Schedule. |
| PART 2 execution |
| 2.1 Bidder |
| A. The Bidder is as follows |
| Name: |
| Address: |
| Telephone number: |
| Facsimile number: |
| Email address: __________________________________________________________ |
| Tax identification number: |
| B. Bidder holds license number _______________________________________, issued on the _____ day of ____________________, ________, by the Utah State Department of Commerce, Division of Occupational and Professional Licensing. Bidder is licensed to practice as a ___________________________ Contractor. License renewal date is the ___________ day of ________________, _______. |
| C. The undersigned hereby acknowledges receipt of the following Addenda. |
| (list Addenda numbers here) |
| 2.2 bidder’s similar project experience |
| A. Present information on at least three (3) similar projects completed by the BIDDER in the past 10 years. Projects listed should demonstrate experiences in the construction of projects that meet the minimum requirements listed for this project (see 00 21 13 Instruction to Bidders). |
| B. Present this information on separate pages attached to the end of this Bid Form. |
| C. Include the following information for each project: |
| 2.3 Bidder’s superntindent and project manager experince |
| A. Present the proposed project superintendent(s) and project manager(s) full resume including experience identifying and meeting the minimum qualifications as described in 00 21 00 Instruction to Bidders. |
| B. Present this information on separate pages attached to the end of this Bid Form. |
| 2.4 Bidder’s references |
| A. Provide five (5) references for whom the CONTRACTOR has performed work on similar projects who are familiar with the CONTRACTOR’s abilities. |
| B. Include project information, name, cost, start and end dates, and owner contact information. |
| 2.5 bidder’s subscription |
| A. Date: |
| B. Bidder’s Signature: |
| C. Please print Bidder’s name here: |
| D. Title: |
| 00 42 00-Bid Bond |
| PART 1 general |
| 1.1 procedure |
| A. For filing purposes, add Bid Bond to the Contract Documents following this page. |
| 00 43 00-Bid Schedule |
| PART 1 general |
| 1.1 document includes |
| A. Price schedules. |
| B. Measurement and payment provisions. |
| 1.2 Construction contract |
| A. The Construction Contract is known as Canyon-Foothill SD Phase 1 - University Avenue Crossing. |
| 1.3 references |
| A. APWA 01 29 00: Payment Procedures. |
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